36C24220B0006-004.pdf

COVER SHEET

Castle Point VA Medical Center

Route 9D

Castle Point, NY 12511

RENOVATE SEWAGE TREATMENT

PLANT TRICKLING FILTER

PROJECT NO. 620A4-14-108

TRICKLING

FILTER

Index of Drawings

GENERAL

GI001 TITLE SHEET, VICINITY MAP AND INDEX OF DRAWINGS

GI002 LOCATION MAP

GI003 GENERAL NOTES, ABBREVIATIONS AND LEGEND

CIVIL

CD001 EXISTING TRICKLING FILTER - DEMOLITION PLAN

CS001 PROPOSED SITE PLAN - NEW WORK

CG001 ENLARGED TRICKLING FILTER SITE AND GRADING PLAN

CU001 TEMPORARY CONSTRUCTION PLAN

CU002 TEMPORARY CONSTRUCTION PLAN AND DETAILS

AERATED EQUALIZATION TANK MODIFICATIONS

CU003 TRICKLING FILTER PLAN - NEW WORK

CU004 TRICKLING FILTER ENLARGED PLANS, SECTIONS, AND DETAILS

CU005 TRICKLING FILTER RECYCLE PIPING PROFILE

CU006 EROSION AND SEDIMENT CONTROL NOTES AND DETAILS

CU007 MISCELLANEOUS DETAILS 1

CU008 MISCELLANEOUS DETAILS 2

CU009 TRICKLING FILTER COVER PLANS, SECTIONS AND DETAILS

STRUCTURAL

SS001 - DESIGN DATA, GENERAL NOTES AND TYPICAL DETAILS

SS002 - TANK PLAN AND SECTIONS

SS003 - DETAILS

ELECTRICAL

ES001 ELECTRICAL PLAN

EP001 ELECTRICAL PLANS AND SCHEMATICS

GENERAL NOTES:

1. THE BUILDING WILL REMAIN OCCUPIED AND OPERATIONAL 24 HOURS

PER DAY, 7 DAYS PER WEEK, FOR THE DURATION OF PROJECT.

2. SAFETY PLAN TO BE SUBMITTED BY CONTRACTOR AND APPROVED BY

VA SAFETY OFFICER PRIOR TO ANY WORK.

3. CONTRACTOR SHALLCOORDINATE ALL CONSTRUCTION ACTIVITIES

WITH THE COR WITH AT LEAST 10 DAYS IN ADVANCE OF WORK.

4. REFER TO DRAWINGS AND SPECIFICATIONS FOR DETAILS OF ALL

SCOPE ITEMS.

ARCHITECT / STRUCTURAL:

Revisions: Date

PROJECT PRIME/ENGINEER:

Drawing Title

Approved: Project Director

Project Title

Location

Date Checked Drawn

Project Number

Building Number

Drawing Number

1 2 3 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

B

A

C

D

E

F o n e e i g h t h i n c h o n e f o o t o n e q u a r t e r i n c e f o o t t h r e e e i g h t h s i n c e f o o t o n e h a l f i n c e f o o t t h r e e q u a r t e r s i n c e f o o t o n e i n c e f o o t o n e a n d o n e h a l f i n c h e s e f o o t t h r e e i n c h e e f o o t

Office of Construction and Facilities Management

B

A

C

D

E

F

VA Hudson Valley Helathcare System at Castle Point, New York

CIVIL:

SY

CIVIL ENGINEER:

FINAL DESIGN (100%)

AutoCAD SHX Text

LOCATION PLAN

AutoCAD SHX Text

SCALE: NTS

AutoCAD SHX Text

NORTH

AutoCAD SHX Text STATEMENT OF WORK NEW RECIRCULATING TRICKLING FILTER WITH NEW CONCRETE TANK, PLASTIC FILTER MEDIA, MOTOR DRIVEN ROTARY DISTRIBUTOR ARM, AND ALUMINUM GEODESIC DOMED COVER. THE PROJECT ALSO INCLUDES INSTALLATION OF NEW PRE-CAST AND CAST-IN-PLACE CONCRETE STRUCTURES WITH FLOW MEASUREMENT AND METERING EQUIPMENT, PUMP STATION UPGRADES, NEW DUCTILE IRON FORCEMAINS AND PIPING MODIFICATIONS, NEW PVC GRAVITY SEWER MAINS, AND ASSOCIATED ELECTRICAL AND CONTROL IMPROVEMENTS.

AutoCAD SHX Text Renovate Sewage Treatment Plant Trickling Filter

AutoCAD SHX Text Wappinger Falls, NY 12590

AutoCAD SHX Text 41 Castle Point Road

AutoCAD SHX Text

VA 620A4-14-108

AutoCAD SHX Text

APRIL 26, 2018

AutoCAD SHX Text

MALTA, NY 12020

AutoCAD SHX Text

MECHANICAL,ELECTRICAL,PLUMBING ENGINEERS,PLLC

AutoCAD SHX Text

4 COLLAMER ROAD

AutoCAD SHX Text Sigma Psi

AutoCAD SHX Text Consulting

AutoCAD SHX Text http://www.sigmapsi.com

AutoCAD SHX Text 518-581-9428

AutoCAD SHX Text

KK

AutoCAD SHX Text

LJC

AutoCAD SHX Text

TITLE SHEET, VICINITY MAP AND INDEX OF DRAWINGS

AutoCAD SHX Text

GI001

BUILDING SCHEDULE

PROJECT

LOCATION

WASTE WATER

TREATMENT

PLANT

LOCATION MAP

LEGEND

ABBREVIATIONS

ARCHITECT / STRUCTURAL:

Revisions: Date

PROJECT PRIME/ENGINEER:

Drawing Title

Approved: Project Director

Project Title

Location

Date Checked Drawn

Project Number

Building Number

Drawing Number

1 2 3 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9 o n e e i g h t h i n c e f o o t o n e q u a r t e r i n c e f o o t t h r e e e i g h t h s i n c e f o o t o n e h a l f i n c e f o o t t h r e e q u a r t e r s i n c e f o o t o n e i n c e f o o t o n e a n d o n e h a l f i n c h e e f o o t t h r e e i n c h e e f o o t

Office of Construction and Facilities Management

VA Hudson Valley Helathcare System at Castle Point, New York

CIVIL:

SY

CIVIL ENGINEER:

FINAL DESIGN (100%)

ARCHITECT / STRUCTURAL:

Revisions: Date

PROJECT PRIME/ENGINEER:

Drawing Title

Approved: Project Director

Project Title

Location

Date Checked Drawn

Project Number

Building Number

Drawing Number

1 2 3 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9 o n e e i g h t h i n c e f o o t o n e q u a r t e r i n c e f o o t t h r e e e i g h t h s i n c e f o o t o n e h a l f i n c e f o o t t h r e e q u a r t e r s i n c e f o o t o n e i n c e f o o t o n e a n d o n e h a l f i n c h e e f o o t t h r e e i n c h e e f o o t

Office of Construction and Facilities Management

VA Hudson Valley Helathcare System at Castle Point, New York

CIVIL:

SY

A

A

EXISTING TRICKLING FILTER DEMOLITION PLAN

EXISTING TRICKLING FILTER DEMOLITION SECTION

LEGEND

TRICKLING FILTER DEMOLITION NOTES:

ARCHITECT / STRUCTURAL:

Revisions: Date

PROJECT PRIME/ENGINEER:

Drawing Title

Approved: Project Director

Project Title

Location

Date Checked Drawn

Project Number

Building Number

Drawing Number

1 2 3 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

B

A

C

D

E

F o n e e i g h t h i n c e f o o t o n e q u a r t e r i n c e f o o t t h r e e e i g h t h s i n c e f o o t o n e h a l f i n c e f o o t t h r e e q u a r t e r s i n c e f o o t o n e i n c e f o o t o n e a n d o n e h a l f i n c h e e f o o t t h r e e i n c h e e f o o t

Office of Construction and Facilities Management

B

A

C

D

E

F

VA Hudson Valley Helathcare System at Castle Point, New York

CIVIL:

SY

BUILDING 57 COMPONENTS

ARCHITECT / STRUCTURAL:

Revisions: Date

PROJECT PRIME/ENGINEER:

Drawing Title

Approved: Project Director

Project Title

Location

Date Checked Drawn

Project Number

Building Number

Drawing Number

1 2 3 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9 o n e e i g h t h i n c e f o o t o n e q u a r t e r i n c e f o o t t h r e e e i g h t h s i n c e f o o t o n e h a l f i n c e f o o t t h r e e q u a r t e r s i n c e f o o t o n e i n c e f o o t o n e a n d o n e h a l f i n c h e e f o o t t h r e e i n c h e e f o o t

Office of Construction and Facilities Management

VA Hudson Valley Helathcare System at Castle Point, New York

CIVIL:

SY

ARCHITECT / STRUCTURAL:

Revisions: Date

PROJECT PRIME/ENGINEER:

Drawing Title

Approved: Project Director

Project Title

Location

Date Checked Drawn

Project Number

Building Number

Drawing Number

1 2 3 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9 o n e e i g h t h i n c e f o o t o n e q u a r t e r i n c e f o o t t h r e e e i g h t h s i n c e f o o t o n e h a l f i n c e f o o t t h r e e q u a r t e r s i n c e f o o t o n e i n c e f o o t o n e a n d o n e h a l f i n c h e e f o o t t h r e e i n c h e e f o o t

Office of Construction and Facilities Management

VA Hudson Valley Helathcare System at Castle Point, New York

CIVIL:

SY

ARCHITECT / STRUCTURAL:

Revisions: Date

PROJECT PRIME/ENGINEER:

Drawing Title

Approved: Project Director

Project Title

Location

Date Checked Drawn

Project Number

Building Number

Drawing Number

1 2 3 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9 o n e e i g h t h i n c e f o o t o n e q u a r t e r i n c e f o o t t h r e e e i g h t h s i n c e f o o t o n e h a l f i n c e f o o t t h r e e q u a r t e r s i n c e f o o t o n e i n c e f o o t o n e a n d o n e h a l f i n c h e e f o o t t h r e e i n c h e e f o o t

Office of Construction and Facilities Management

VA Hudson Valley Helathcare System at Castle Point, New York

CIVIL:

SY

CIVIL ENGINEER:

FINAL DESIGN (100%)

AutoCAD SHX Text SECONDARY SETTLING TANKS AND RECIRC. PUMPHOUSE BLDG No 66 (EXISTING)

AutoCAD SHX Text

SCUM WELL

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SERVICE STUB

AutoCAD SHX Text

BAR SCREEN AND GRIT CHAMBER

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SAN. M.H.

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EXISTING PAVED ROAD

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INV. 105.3

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INV. 105.2

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6" SAN

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EQUALIZATION (DOSING TANK)

AutoCAD SHX Text

DRAINAGE DITCH

AutoCAD SHX Text

10" SAN OUTFALL

AutoCAD SHX Text

INV. 106.5

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INV. 105.0

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2" WATER (SERVICE LINE)

AutoCAD SHX Text

GAS PIPING / ELECTRICAL CONDUIT

AutoCAD SHX Text

VALVE CHAMBER (7' X 5' X 6' HIGH) BELOW GRADE

AutoCAD SHX Text

GAS PIPING

AutoCAD SHX Text

PROPANE TANK VENT (PRESSURE SET AT 5 INCH)

AutoCAD SHX Text

EXISTING SHED

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ELECTRICAL CONDUIT

AutoCAD SHX Text

PROPANE TANK LOCATION

AutoCAD SHX Text GENERATOR BLDG No 80 (EXISTING)

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MEDICAL INCINERATOR

AutoCAD SHX Text C/O

AutoCAD SHX Text C/O

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AutoCAD SHX Text C/O

AutoCAD SHX Text C/O

AutoCAD SHX Text C/O

AutoCAD SHX Text C/O

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1-1/2" WATER

AutoCAD SHX Text

EXISTING 6" D.I.P.

AutoCAD SHX Text 10"

AutoCAD SHX Text 10"

AutoCAD SHX Text 10"

AutoCAD SHX Text 6" D.I.P.

AutoCAD SHX Text 4"

AutoCAD SHX Text 10"

AutoCAD SHX Text 6"

AutoCAD SHX Text 10"

AutoCAD SHX Text 10"

AutoCAD SHX Text COMMINUTOR PARSHALL FLUME AERATION TANK CHLORINATION CHAMBER PRIMARY SETTLING TANKS LABORATORY PUMP ROOM CHLORINATOR ROOM ELECTRICAL ROOM HEATER ROOM - (NEW SLUDGE HEATER ROOM) SLUDGE DIGESTER

AutoCAD SHX Text A

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text G

AutoCAD SHX Text I

AutoCAD SHX Text H

AutoCAD SHX Text J

AutoCAD SHX Text K

AutoCAD SHX Text B

AutoCAD SHX Text

ABANDONED

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ABANDONED

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ABANDONED

AutoCAD SHX Text 10"

AutoCAD SHX Text 10"

AutoCAD SHX Text 10"

AutoCAD SHX Text

EMERG. OVERFLOW

AutoCAD SHX Text 102.5

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INV. 103.3

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INV. 102.0

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INV. 101.0

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INV. 104.94

AutoCAD SHX Text

INV. 103.75

AutoCAD SHX Text

INV. 97.0

AutoCAD SHX Text

INV. 93.9

AutoCAD SHX Text

EXISTING PAVED ROAD

AutoCAD SHX Text

INV. 102.6

AutoCAD SHX Text 4"

AutoCAD SHX Text M.H. 6

AutoCAD SHX Text M.H. 5

AutoCAD SHX Text M.H. 3

AutoCAD SHX Text M.H. 4

AutoCAD SHX Text M.H. 2

AutoCAD SHX Text M.H. 1

AutoCAD SHX Text

6" BYPASS

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INV. 103.0

AutoCAD SHX Text

INV. 106.2

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INV. 107.0

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INV. 106.3

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INV. 105.1

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INV. 104.5

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INV. 106.0

AutoCAD SHX Text 6"

AutoCAD SHX Text 6"

AutoCAD SHX Text C/O

AutoCAD SHX Text

(NOT IN USE)

AutoCAD SHX Text

2" PLASTIC GAS MAIN

AutoCAD SHX Text

INV.

AutoCAD SHX Text

(TO STREET WASHER)

AutoCAD SHX Text

2" PLASTIC GAS MAIN

AutoCAD SHX Text A

AutoCAD SHX Text

GENERATOR FUEL TANK

AutoCAD SHX Text

FENCE W/ GATE

AutoCAD SHX Text

FLARE STACK

AutoCAD SHX Text

ABANDONED

AutoCAD SHX Text

ABANDONED

AutoCAD SHX Text

EXISTING 12 M.J. GATEVALVE TO REMAIN

AutoCAD SHX Text

INV. 97.17

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11'-0" MIN.

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CONC.

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CONC.

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CONC. STEP

AutoCAD SHX Text

CONC. STEPS

AutoCAD SHX Text

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EXIST. 4" D.I.P FORCE MAIN

AutoCAD SHX Text

GENERAL STORAGE BUILDING (FORMER SLUDGE DRYING BEDS)

AutoCAD SHX Text

TRICKLING FILTER

AutoCAD SHX Text

TREATMENT PLANT

AutoCAD SHX Text

GENERATOR BLDG

AutoCAD SHX Text A

AutoCAD SHX Text D

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AutoCAD SHX Text F

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AutoCAD SHX Text G

AutoCAD SHX Text I

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AutoCAD SHX Text K

AutoCAD SHX Text B

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AutoCAD SHX Text L

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TRICKLING FILTER DOSING PUMP STATION (BUILDING 67)

AutoCAD SHX Text

PLACE EXISTING EQ TANK PUMP STATION IN SERVICE

AutoCAD SHX Text

PLACE EXISTING EQ TANK BLOWERS IN SERVICE

AutoCAD SHX Text

GALVANIZED STEEL AIR PIPING

AutoCAD SHX Text

TEMPORARY AERATION BLOWERS

AutoCAD SHX Text

4" FM SLUDGE RETURN TO PRIMARY

AutoCAD SHX Text

REMOVE PIPE PLUG

AutoCAD SHX Text

CLOSE 12" VALVE

AutoCAD SHX Text

CLOSE EXISTING 6" VALVE

AutoCAD SHX Text

INSTALL TEMPORARY 10" PLUG IN SECONDARY CLARIFIER INFLUENT PIPE

AutoCAD SHX Text CONNECT 4" RETURN SLUDGE FM TO EXISTING 4" SLUDGE LINE W/ 4" X 4" DI TEE AND 4" MJ GATE VALVES WITH VALVE BOXES (2 TYP).

AutoCAD SHX Text

4" DIP RETURN SLUDGE FM TO EQ. TANK

AutoCAD SHX Text

NEW 4" DIP FM

AutoCAD SHX Text

NEW 6" GATE VALVE WITH VALVE BOX

AutoCAD SHX Text

NEW 4" GATE VALVE WITH VALVE BOX - REMOVE & REPLACE EXIST VALVE.

AutoCAD SHX Text 4" GATE VALVE w/ VALVE BOX (2 TYP.)

AutoCAD SHX Text

BEND AS NECESSARY

AutoCAD SHX Text

NEW OPEN VALVE

AutoCAD SHX Text

NEW CLOSE VALVE

AutoCAD SHX Text

PLACE EXISTING TEMPORARY INFLUENT PIPE TO EQ. TANK IN SERVICE

AutoCAD SHX Text

LIMITS OF SITE UTILITY SURVEY. SEE GENERAL NOTES, THIS SHEET

AutoCAD SHX Text

DOSING PS BYPASS VALVE

AutoCAD SHX Text

INSTALL NEW 4" DIP MIXED-LIQUOR FORCE MAIN TO SECONDARY CLARIFIER

AutoCAD SHX Text LOCATE, REMOVE, AND REPLACE VALVES (4 TYP). CONTRACTOR SHALL INSTALL NEW VALVES AS SHOWN HERE AND ON CS001.

AutoCAD SHX Text

REMOVE PIPE PLUG

AutoCAD SHX Text GENERAL NOTES 1. ALL UNDERGROUND UTILITY LOCATIONS ARE APPROXIMATE. ALL UNDERGROUND UTILITY LOCATIONS ARE APPROXIMATE. 2. CONTRACTOR SHALL PROVIDE SERVICES WITH A QUALIFIED CONTRACTOR SHALL PROVIDE SERVICES WITH A QUALIFIED TECHNICIAN FOR A GROUND PENETRATING RADAR (GPR) SCAN OF THE PROPOSED LOCATION INDICATED ON THIS SHEET. GPR SCAN SHALL BE CONDUCTED AND RESULTING EXISTING UNDERGROUND UTILITY MAPPING SHALL BE PROVIDED TO THE ENGINEER IN CAD FORMAT FOR REVIEW PRIOR TO STARTING ALL EXCAVATION AND DEMOLITION ON SITE. THE CONTRACTOR SHALL MAKE PROVISIONS TO SUBMIT A PROPOSED TREATMENT PIPING PLAN PENDING THE RESULTS OF THE GPR SURVEY IF NECESSARY. 3. IF THE GPR SURVEY INDICATES THAT UNDERGROUND PIPING IF THE GPR SURVEY INDICATES THAT UNDERGROUND PIPING ROUTES AND LOCATIONS VARY FROM WHAT IS SHOWN ON THIS SHEET TO THE POINT WHERE THE PIPING CANNOT BE INSTALLED AS SHOWN, THE CONTRACTOR SHALL SUBMIT A PROPOSED PIPING PLAN TO THE ENGINEER FOR APPROVAL. PROPOSED PIPING PLAN SHALL UTILIZE THE SAME DIAMETER AND MATERIAL PIPES AS WHAT IS SHOWN. LOCATION OF PIPES AND LOCATION OF CONNECTIONS MAY BE ALTERED IN THE SUBMITTED PLAN PENDING THE RESULTS OF THE GPR SURVEY. 4. THE CONTRACTOR SHALL UTILIZE A SERIES OF TEST HOLES THE CONTRACTOR SHALL UTILIZE A SERIES OF TEST HOLES TO CONFIRM THE LOCATION AND DEPTH OF EXISTING UNDERGROUND UTILITIES IN THE VICINITY OF PROPOSED PIPE CROSSINGS AND CONNECTIONS TO EXISTING PIPES. TEMPORARY TREATMENT NOTES: 1. CONTRACTOR SHALL PERFORM ALL WORK SHOWN ON SHEET CONTRACTOR SHALL PERFORM ALL WORK SHOWN ON SHEET CU002 RELATED TO THE EQUALIZATION TANK PRIOR TO STARTING WORK ELSEWHERE ON THE PROJECT. THE TANK SHALL BE FULLY OPERATIONAL PRIOR TO MODIFYING EXISTING PIPING AND VALVES. 2. INSTALL TEMPORARY BLOWER AND CONNECT TO EXISTING INSTALL TEMPORARY BLOWER AND CONNECT TO EXISTING POWER PANEL. SEE ELECTRICAL DRAWINGS. TEMPORARY BLOWER SHALL BE CONNECTED TO NEW TANK INLET AIR HEADER AND DIFFUSERS. 3. INSTALL ONE (1) ADDITIONAL ROW OF COARSE BUBBLE INSTALL ONE (1) ADDITIONAL ROW OF COARSE BUBBLE DIFFUSERS INSIDE EQUALIZATION TANK AND CONNECT TO NEW INLET AIR HEADER 4. INSTALL 4" DIP & 4" GATE VALVES WITH VALVE BOX FOR INSTALL 4" DIP & 4" GATE VALVES WITH VALVE BOX FOR RETURN SLUDGE FORCE MAIN. CONNECTION TO EXISTING PIPING SHALL BE MADE WITH SOLID SLEEVE COUPLING AND ALL PIPING JOINTS SHALL BE FULLY RESTRAINED. 5. INSTALL 4" AND 6" DIP FORCE MAIN AND VALVES TO INSTALL 4" AND 6" DIP FORCE MAIN AND VALVES TO SECONDARY CLARIFIER. 6. CONTRACTOR SHALL MAKE PROVISIONS TO SECURE AND CONTRACTOR SHALL MAKE PROVISIONS TO SECURE AND TRANSPORT THE MIXED-LIQUOR SUSPENDED SOLIDS NEEDED TO FOR SEEDING OF PROPER ACTIVATED SLUDGE TREATMENT BIOLOGY FROM A NEARBY WWTP. 7. TEMPORARY AERATION SYSTEM AND EQUALIZATION TANK TEMPORARY AERATION SYSTEM AND EQUALIZATION TANK SHALL BE FULLY STARTED AND OPERATIONAL IN THE EXTENDED AERATION MODE OF ACTIVATED SLUDGE PRIOR TO ISOLATING TRICKLING FILTER FOR DEMOLITION. THE CONTRACTOR SHALL BE PERMITTED TO REMOVE THE TRICKLING FILTER FROM SERVICE FOLLOWING NOTIFICATION FROM THE OPERATORS AND ENGINEER THAT SUFFICIENT ACTIVATED SLUDGE TREATMENT IS TAKING PLACE WITHIN THE TEMPORARY TREATMENT TANK. 8. CLOSE THE OUTLET VALVE FROM MH 2 AND THE VALVE CLOSE THE OUTLET VALVE FROM MH 2 AND THE VALVE BETWEEN THE DOSING PS AND EQ TANK. OPEN THE DOSING BYPASS VALVE. 9. CLOSE 6” VALVE ON FORCE MAIN TO TRICKLING FILTER. CLOSE 6” VALVE ON FORCE MAIN TO TRICKLING FILTER. VALVE ON FORCE MAIN TO TRICKLING FILTER. ONCE TRICKLING FILTER HAS FULLY DRAINED AND FLOW STOPS LEAVING OUTLET PIPE, CONTRACTOR SHALL PLUG 10” PIPE TO SECONDARY SETTLING TANKS. 10. CONTRACTOR SHALL COORDINATE THE PUMP STATION CONTRACTOR SHALL COORDINATE THE PUMP STATION INSTALLATION AND OPERATION OF ALL TEMPORARY TREATMENT WITH THE OWNER AND OWNER'S OPERATORS ON A CONTINUOUS BASIS UNTIL NORMAL FIXED-FILM TRICKLING FILTER WWTP OPERATION IS RESTORED AT THE END OF THE PROJECT. 11. UPON COMPLETION OF THE TRICKLING FILTER INSTALLATION UPON COMPLETION OF THE TRICKLING FILTER INSTALLATION AND START UP/COMMISSIONING DIVERT INFLUENT WASTEWATER FLOWS BACK TO THE HEAD OF THE MAIN TREATMENT PROCESS. INSTALL A SUBMERSIBLE PUMP IN THE TEMPORARY TREATMENT TANK AND SLOWLY PUMP THE CONTENTS BACK TO THE HEAD TO THE WWTP AT A FLOW RATE OF 10 GALLONS PER MINUTE. ONCE TEMPORARY AERATION TANK IS COMPLETELY DRAINED CLEAN TEMPORARY TREATMENT TANK OF ALL DEBRIS. KEEP BLOWERS OPERATIONAL DURING THE DRAINING OF THE TANK.

AutoCAD SHX Text Renovate Sewage Treatment Plant Trickling Filter

AutoCAD SHX Text Wappinger Falls, NY 12590

AutoCAD SHX Text 41 Castle Point Road

AutoCAD SHX Text

VA 620A4-14-108

AutoCAD SHX Text

APRIL 26, 2018

AutoCAD SHX Text

MALTA, NY 12020

AutoCAD SHX Text

MECHANICAL,ELECTRICAL,PLUMBING ENGINEERS,PLLC

AutoCAD SHX Text

4 COLLAMER ROAD

AutoCAD SHX Text Sigma Psi

AutoCAD SHX Text Consulting

AutoCAD SHX Text http://www.sigmapsi.com

AutoCAD SHX Text 518-581-9428

AutoCAD SHX Text

KK

AutoCAD SHX Text

LJC

AutoCAD SHX Text

TEMPORARY CONSTRUCTION PLAN

AutoCAD SHX Text

CU001

AutoCAD SHX Text

SCALE: 1" = 10'-0"

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SCALE IN FEET

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PROJECT PRIME/ENGINEER:

Drawing Title

Approved: Project Director

Project Title

Location

Date Checked Drawn

Project Number

Building Number

Drawing Number

1 2 3 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

B

A

C

D

E

F o n e e i g h t h i n c e f o o t o n e q u a r t e r i n c e f o o t t h r e e e i g h t h s i n c e f o o t o n e h a l f i n c e f o o t t h r e e q u a r t e r s i n c e f o o t o n e i n c e f o o t o n e a n d o n e h a l f i n c h e e f o o t t h r e e i n c h e e f o o t

Office of Construction and Facilities Management

B

A

C

D

E

F

VA Hudson Valley Helathcare System at Castle Point, New York

CIVIL:

SY

CIVIL ENGINEER:

FINAL DESIGN (100%)EQUALIZATION TANK SECTION - NEW WORK

EQUALIZATION TANK PLAN- NEW WORK

SECTION THRU TRICKLING FILTER PLAN

TRICKLING FILTER PLAN

ARCHITECT / STRUCTURAL:

Revisions: Date

PROJECT PRIME/ENGINEER:

Drawing Title

Approved: Project Director

Project Title

Location

Date Checked Drawn

Project Number

Building Number

Drawing Number

1 2 3 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

B

A

C

D

E

F o n e e i g h t h i n c e f o o t o n e q u a r t e r i n c e f o o t t h r e e e i g h t h s i n c e f o o t o n e h a l f i n c e f o o t t h r e e q u a r t e r s i n c e f o o t o n e i n c e f o o t o n e a n d o n e h a l f i n c h e e f o o t t h r e e i n c h e e f o o t

Office of Construction and Facilities Management

B

A

C

D

E

F

VA Hudson Valley Helathcare System at Castle Point, New York

CIVIL:

SY

PROJECT PRIME/ENGINEER:

Drawing Title

Approved: Project Director

Project Title

Location

Date Checked Drawn

Project Number

Building Number

Drawing Number

1 2 3 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9 o n e e i g h t h i n c e f o o t o n e q u a r t e r i n c e f o o t t h r e e e i g h t h s i n c e f o o t o n e h a l f i n c e f o o t t h r e e q u a r t e r s i n c e f o o t o n e i n c e f o o t o n e a n d o n e h a l f i n c h e e f o o t t h r e e i n c h e e f o o t

Office of Construction and Facilities Management

VA Hudson Valley Helathcare System at Castle Point, New York

CIVIL:

SY

CIVIL ENGINEER:

FINAL DESIGN (100%)

MAG METER VAULT PLAN

TRICKLING FILTER SPLITTER BOX PLAN

SECTION

SECTION THRU MAG METER VAULT

SECTION DETAIL

SECTION

PROJECT PRIME/ENGINEER:

Drawing Title

Approved: Project Director

Project Title

Location

Date Checked Drawn

Project Number

Building Number

Drawing Number

1 2 3 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

B

A

C

D

E

F o n e e i g h t i c e f o t o n e q u a r t e r i n o t t h r e e e i g h t h s i n o t o n e h a l f i n o t t h r e e q u a r t e r s i n o t o n e i n o t o n e a d a l f i n c h e o t t h r e e i n c h e o t

Office of Construction and Facilities Management

VA Hudson Valley Helathcare System at Castle Point, New York

FINAL DESIGN (100%)

CIVIL:

SY

PROJECT PRIME/ENGINEER:

Drawing Title

Approved: Project Director

Project Title

Location

Date Checked Drawn

Project Number

Building Number

Drawing Number

1 2 3 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

B

A

C

D

E

F o n e e i g h t h i n c e f o o t o n e q u a r t e r i n c e f o o t t h r e e e i g h t h s i n c e f o o t o n e h a l f i n c e f o o t t h r e e q u a r t e r s i n c e f o o t o n e i n c e f o o t o n e a n d o n e h a l f i n c h e e f o o t t h r e e i n c h e e f o o t

Office of Construction and Facilities Management

B

A

C

D

E

F

VA Hudson Valley Helathcare System at Castle Point, New York

CIVIL:

SY

NOTE:

Revisions: Date

PROJECT PRIME/ENGINEER:

Drawing Title

Approved: Project Director

Project Title

Location

Date Checked Drawn

Project Number

Building Number

Drawing Number

1 2 3 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9 o n e e i g h t h i n c e f o o t o n e q u a r t e r i n c e f o o t t h r e e e i g h t h s i n c e f o o t o n e h a l f i n c e f o o t t h r e e q u a r t e r s i n c e f o o t o n e i n c e f o o t o n e a n d o n e h a l f i n c h e e f o o t t h r e e i n c h e e f o o t

Office of Construction and Facilities Management

VA Hudson Valley Helathcare System at Castle Point, New York

CIVIL:

SY

1. CONTRACTOR SHALL INSTALL MEDIA SUPPORT PIERS PER

MANUFACTURERS RECOMMENDATION.

2. CONTRACTOR SHALL CONFIRM NUMBER OF PIERS AND SPACING

OF PIERS WITH MANUFACTURERS RECOMMENDATIONS

3. ALL FASTENERS SHAL BE STAINLESS STEEL

4. ALL PVC SHALL BE CLEANED/PRIMED WITH AN APPROVED PVC

PRIMER PRIOR TO APPLYING PVC CEMENT.

VIEW OF WEDGE

SHOWING ALIGNMENT POINTS

PART #4

% SLOPE INDICATOR MARKS

V-NOTCH

CAP

(ITEM NO. 1)

T-5020 FRP

GRATING

12" (NOM) WIDTH

ARCHITECT / STRUCTURAL:

Revisions: Date

PROJECT PRIME/ENGINEER:

Drawing Title

Approved: Project Director

Project Title

Location

Date Checked Drawn

Project Number

Building Number

Drawing Number

1 2 3 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9 o n e e i g h t h i n c e f o o t o n e q u a r t e r i n c e f o o t t h r e e e i g h t h s i n c e f o o t o n e h a l f i n c e f o o t t h r e e q u a r t e r s i n c e f o o t o n e i n c e f o o t o n e a n d o n e h a l f i n c h e e f o o t t h r e e i n c h e e f o o t

Office of Construction and Facilities Management

VA Hudson Valley Helathcare System at Castle Point, New York

CIVIL:

SY

CIVIL ENGINEER:

FINAL DESIGN (100%)

EQUIPMENT PAD DETAIL

TRICKLING FILTER SUPPORT PIER DETAIL

TRICKLING FILTER PIER DETAIL

PROJECT PRIME/ENGINEER:

Drawing Title

Approved: Project Director

Project Title

Location

Date Checked Drawn

Project Number

Building Number

Drawing Number

1 2 3 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

B

A

C

D

E

F o n e e i g h t i o t o n e q u a r t e r i n o t t h r e e e i g h t h s i n o t o n e h a l f i n o t t h r e e q u a r t e r s i n o t o n e i n o t o n e a d a l f i n c h e o t t h r e e i n c h e o t

Office of Construction and Facilities Management

VA Hudson Valley Helathcare System at Castle Point, New York

FINAL DESIGN (100%)

CIVIL:

SY

CIVIL ENGINEER:

TRICKLING FILTER COVER PLAN

DORMER ENTRANCE DETAIL

DOME SUPPORT SECTION 1

DOME HUB AND GUSSET PLATE DETAIL

DOME HUB SECTION

PERIMETER DOME FLASHING SECTION

HUB COVER AND GUSSET PLATE UNION DETAIL

DOME SUPPORT SECTION 2

VENT DETAIL

CONCRETE REINFORCEMENT LAP SPLICE

SCHEDULE f'c > 4,000 psi

16 (18) 18 (24)

18 (23) 23 (30)

21 (27) 28 (36)

31 (40) 40 (52)

35 (45) 46 (59)

44 (56) 57 (73)

54 (70) 70 (90)

64 (84) 84 (108)

BAR LAP LENGTHS

12 (14)

14 (18)

16 (21)

24 (31)

27 (35)

34 (44)

42 (54)

50 (65)

3 1/2

3 5/8

4 3/4

5 1/4

5 1/4

5 1/2

1 1/2

1 1/2

#4

#5

#6

#7

#8

#9

#10

#11

14 (18)

18 (23)

21 (28)

31 (40)

35 (46)

44 (57)

54 (70)

64 (84)

BAR

SIZE

MINIMUM

SPACING

CENTER/CENTER

(INCH)

MINIMUM

CLEAR

COVER

(INCH)

CLASS B

LAP NOT A

TOP BAR

(INCH)

CLASS B

LAP TOP

BAR

(INCH)

CLASS A

LAP NOT A

TOP BAR

(INCH)

CLASS A

LAP TOP

BAR

(INCH)

NOTES:

1. TOP BARS ARE DEFINED AS HORIZONTAL REINFORCEMENT SO PLACED THAT MORE THAN 12 INCHES

OF FRESH CONCRETE IS CAST BELOW THE DEVELOPMENT LENGTH OR SPLICE.

2. USE CLASS B LAP SPLICES, UNLESS NOTED OTHERWISE.

3. FOR COVER AND SPACING DIMENSIONS WHICH ARE IN BETWEEN THE TABULATED VALUES, DO NOT

INTERPOLATE, INSTEAD USE THE LONGER LAP LENGTH. SEE CONCRETE COVER SCHEDULE.

4. CALCULATE CENTER TO CENTER SPACING DIMENSIONS OF BARS AT SPLICE LOCATIONS.

5. FOR EPOXY COATED BARS, USE VALUES SHOWN IN PARENTHESIS IN TABLE ABOVE.

DESIGN DATA NOTES

DEAD LOADS:

SEISMIC LOADS:

(CONCENTRATED LOADS SHALL BE LIMITED TO THOSE WHICH INDUCE MOMENTS AND

SHEARS IN MEMBERS NOT GREATER THAN THOSE INDUCED BY THE NOTED UNIFORMLY

DISTRIBUTED LOADS.)

SEISMIC DESIGN BASE SHEAR (V):

ANALYSIS PROCEDURE:

SHORT-PERIOD DESIGN ACCELERATION (S ):

SYSTEM COEFFICIENT R :

ONE-SECOND DESIGN ACCELERATION (S ):

SEISMIC DESIGN CATEGORY:

IMPORTANCE FACTOR (I ):

SITE CLASS:

4.

ON TOP OF MAT FOOTING:

ROOF:

3.

THERMAL FACTOR (C )

IMPORTANCE FACTOR (I )

UNIFORM FLAT-ROOF SNOW LOAD (P )

SNOW EXPOSURE FACTOR (C )

UNIFORM GROUND SNOW LOAD (P )

RAIN LOAD

LIVE LOADS:

ROOF:

2.

UNIFORMLY DISTRIBUTED LIVE LOADS:

GEODESIC ROOF STRUCTURE DESIGNED BY EQUIPMENT MANUFACTURER. DELEGATE

ENGINEER SHALL DESIGN ROOF STRUCTURE IN ACCORDANCE WITH NYSUC LIVE AND DEAD

LOADS INDICATED BELOW.

GENERAL:1.

30 psf

28 psf

1.0

NA

1.1

1.2

5 psf

75 psf

D

0.240

0.090

C

1.5

ELFP PER ACI 350.3-06

275 KIPS

SEISMIC RESPONSE COEFFICIENT (C ): 0.24

SHORT PERIOD MAPPED SPECTRAL RESPONSE (S ): 0.225

ONE-SECOND MAPPED SPECTRAL RESPONSE (S1): 0.056

g f e t s ds d1 s e s

6. SOIL PRESSURE:

PRESUMPTIVE SOIL BEARING PRESSURE: 1500 PSF (ON UNDISTURBED MATERIAL OR COMPACTED

STRUCTURAL FILL). ALLOWABLE BEARING PRESSURE SHALL BE VERIFIED BY A LICENSED

GEOTECHNICAL ENGINEER DURING CONSTRUCTION.

7. STRUCTURAL MATERIAL STRENGTHS:

STRUCTURAL AND MISCELLANEOUS STEEL:

ROLLED STEEL C AND MC SHAPES

ROLLED STEEL PLATES, BARS, AND ANGLES

- ASTM A 36 OR ASTM A 572,

GRADE 50

- ASTM A 36 OR ASTM A 572,

GRADE 50

CONCRETE:

MAT FOOTING

TANK WALLS

f'c = 4,500 psi f'c = 5,000 psi

REINFORCING STEEL FOR CONCRETE: ASTM A 615, GRADE 60

2017 NEW YORK STATE UNIFORM CODE (NYSUC)

B

FLAT BOTTOM REINFORCED CONCRETE TANK.

TANK DOES NOT RETAIN A HEAD OF FLUID.

DESIGN PROVISIONS

RISK CATEGORY

TERRAIN/EXPOSURE CATEGORY

BASIC SEISMIC/MAIN WIND FORCE RESISTING SYSTEM:

MAIN WIND FORCE RESISTING SYSTEM HAS BEEN DESIGNED ACCORDING TO ASCE 7-10, AS REFERENCED IN THE 2015 INTERNATIONAL BUILDING CODE (IBC) SECTION 1609.1 USING THE FOLLOWING PROCEDURE:

5.

DESIGN WIND LOADS :

OTHER STRUCTURES (ASCE 7-10, SECTION 29.5)

120 mph 93 mph

0.95

0.85 0.5

15 feet

ULTIMATE WIND SPEED (3 SECOND GUST) (Vult):

NOMINAL WIND SPEED (3 SECOND GUST) (Vasd):

DIRECTIONALITY FACTOR (kd) TOPOGRAPHIC FACTOR (Kzt):

GUST EFFECT FACTOR (G):

FORCE COEFFICIENT (Cr):

HEIGHT OF MAIN ROOF:

IV

CONCRETE COVER SCHEDULE

SURFACE EXPOSED TO WEATHER OR EARTH:

COVERLOCATION

BARS LARGER THAN #5

#5 BARS OR SMALLER 1 1/2"

FOOTINGS/MAT SLAB POURED AGAINST EARTH:

2"

3"

STAGGER LAP SPLICES AS

SHOWN SUCH THAT LAPS ALIGN

AT EVERY THIRD BAR OR

GREATER

CLASS 'B' LAP SPLICE

CLASS 'B' LAP SPLICE

MINIMUM

CLASS 'B' LAP SPLICE

MINIMUM

SPLICE

SEE SECTIONS

FOR SPACING

SPLICE SPLICE

O

PEN

IN

G

W F

O R C

IR

C U

LA

R

ONE-HALF OF REINF

INTERRUPTED BY

OPNG MIN (2) #5 (TYP)

HOOK BARS

INTERRUPTED

BY OPNG (TYP)

(2) #4x1 1/2W

LG (2'-0" MIN)

AT EA CORNER

W

L

L x C

L A

S S

B S

P L

IC

E

T

Y P

W x C

L A

S S

B S

P L

IC

E

F O

R C

IR

C

U L A

R O

P E

N

IN

G S

2W (TYP)

2" (TYP)

3" (TYP)

NOTES:

1. WALL OPENINGS SHALL BE SHOWN ON REINFORCING SHOP DRAWINGS.

2. MAXIMUM OPENING DIMENSION SHALL BE 3'-0". NOTIFY ENGINEER OF ANY PROPOSED

OPENINGS NOT SHOWN ON STRUCTURAL DRAWINGS THAT INTERRUPT MORE THAN 2

VERTICAL OR HORIZONTAL REINFORCING BARS.

3. CLEAR SPACING BETWEEN OPENINGS SHALL NOT BE LESS THAN 3 TIMES THE OPENING SIZE.

UNLESS NOTED OTHERWISE.

4. WHERE APPLICABLE PROVIDE WALL CASTING OR SLEEVE IN FORM WORK PRIOR TO

CONCRETE PLACEMENT. DO NOT CUT CONCRETE WALL OR CORE DRILL AFTER CONCRETE

PLACEMENT.

5. COORDINATE PLACEMENT OF WALL REINFORCING DOWELS WITH PENETRATIONS. WHERE

PENETRATION OCCURS WITHIN 1.5x THE PROJECTING DOWEL LENGTH, PROVIDE

ADDITIONAL WALL DOWELS ON EITHER SIDE OF PENETRATION TO MATCH THE NUMBER OF

VERTICAL DOWELS EFFECTED. POST-INSTALLED DOWELS ARE NOT ACCEPTABLE.

SEE PLAN FOR LOCATION

OF WALL JOINTS

3" 3"

STOP HALF OF HORIZ

BARS, ALTERNATE SIDES

CONT WATERSTOP

FIRST POUR SECOND POUR

(IF REQD)

CLASS 'B' LAP

NOTES:

VERTICAL WATERSTOP SHALL BE MADE CONTINUOUS (WELDED)

WITH HORIZONTAL WATERSTOP AT BASE OF WALLS.

SS001

/2

SEALANT

BACKER ROD

CONC WALL

1/2".

3/4"

FIRST POUR SECOND POUR

(IF REQD)

CLASS 'B' LAP

NOTE: SEE CAST-IN-PLACE CONCRETE NOTES.

CONT WATER STOP

10" AND LARGER WALLS8" WALLS

ALTERNATE BARS

CORNER BARS. MATCH

HORIZ BAR SIZE AND

SPACING

CORNER BARS. MATCH

HORIZ BAR SIZE AND

SPACING

PLACE VERT BAR AT

INTERSECTION OF HORIZ

BARS

LAP

LAP

LAP

L A

P

L A

P

LAP LAP

NOTE:

LAPS ARE CLASS B, BUT NOT LESS THAN 2'-0".

T/CONC

3/4" GROUT

LEVELING P

BASE P

B Y

E Q

U

IP

M E

N T

S U

P P

L

IE

R

BY EQUIPMENT SUPPLIER

L

L

NOTE:

QUANTITY AND LAYOUT BY EQUIPMENT SUPPLIER.

GALV L2 1/2 x 2 1/2 x 1/4

CONT

1/2"Ø x 4" GALV STUD

ANCHORS AT 2'-0"OC

GRATING OR P THICKNESS

1/4" GALV P CONTL

L

2".

1/4".

1/4".

3/16

T/FTG

(111.00')

B/FTG

(108.00')

FINISH GRADE

(112.00')

#4 HORIZ AT 10"OC, EF

#5 VERT AT 12"OC, EF

#5 DOWELS AT 12"OC, EF

LAP 30" W/ VERT WALL REINF

6"

12" WALL

WATERSTOP

#6 AT 10"OC EW,

TOP AND BOT.

SEE 1/SS002 .

SLOPE TOWARD

TRENCH DRAIN

CLASS B LAP

INSTALL TOP REINF LEVEL AS

SHOWN. PROVIDE ADDITIONAL

TOP COVER FOR MAT FTG TO

ACHIEVE REQD SLOPE

1' - 0"

12" COMPACTED STRUCTURAL FILL

NON-WOVEN GEOTEXTILE FABRIC

90° HOOK FOR TOP BARS

(TYP)

1' - 0"

4592 JORDAN ROAD

SKANEATELES FALLS, NY 13153

p 315.685.4732 f 315.685.4753 www.ryanbiggs.com

Sigma Psi Consulting

MALTA, NY 12020

MECHANICAL,ELECTRICAL,PLUMBING ENGINEERS,PLLC

4 COLLAMER ROAD

http://www.sigmapsi.com

518-581-9428

FINAL DESIGN (100%)

Revisions: Date

1 2 3 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

B

A

C

D

E

F

ΣΨ

ARCHITECT / STRUCTURAL: PROJECT PRIME/ENGINEER:

Drawing Title

Approved: Project Director

Project Title

Location

Date Checked Drawn

Project Number

Building Number

Drawing Number

Office of Construction and Facilities

Management

VA Hudson Valley Helathcare System at Castle Point, New York

CIVIL:

Renovate Sewage Treatment Plant Trickling Filter

Wappinger Falls, NY 12590 41 Castle Point Road

VA 620A4-14-108CIVIL ENGINEER:

o n e e ig h th i n c h o n e f o o t o n e q u a rt e r in c h o n e f o o t th re e e ig h th s i n c h o n e f o o t o n e h a lf i n c h o n e f o o t th re e q u a rt e rs i n c h o n e f o o t o n e i n c h o n e f o o t o n e a n d o n e h a lf i n c h e s o n e f o o t th re e i n c h e s o n e f o o t

B

A

C

D

E

F

11725

DESIGN DATA, GENERAL NOTES, AND

TYPICAL DETAILS

April 26, 2018 CNL RMS

SS001

ABBREVIATIONS LEGEND

ADJ ADJACENT EXT EXTERIOR PE PROFESSIONAL ENGINEER

L ANGLE EOD EDGE OF DECK PERP PERPENDICULAR

APPROX APPROXIMATE EOS EDGE OF SLAB PLF POUNDS PER LINEAL

ARCH ARCHITECT FD FLOOR DRAIN FOOT

ARCHITECTURAL FDN FOUNDATION PSF POUNDS PER SQUARE

B/ BOTTOM OF FTG FOOTING FOOT

BLDG BUILDING GA GAUGE PSI POUNDS PER SQUARE

BRG BEARING GALV GALVANIZED INCH

BP BASE PLATE HSS HOLLOW STEEL SECTION PCF POUNDS PER CUBIC

CANT CANTILEVER HORIZ HORIZONTAL FOOT

CJ CONTROL, HI HIGH PC PRECAST

CONTRACTION, HP HIGH POINT PSL PARALLEL STRAND

CONSTRUCTION JOINT HVAC HEATING/VENTILATING/ LUMBER

CMU CONCRETE MASONRY INFO INFORMATION R RADIUS

UNIT(S) INT INTERIOR RD ROOF DRAIN

CONC CONCRETE INV INVERT RDP REGISTERED DESIGN

CONT CONTINUOUS K KIPS PROFESSIONAL

COL COLUMN LG LONG REQD REQUIRED

CFMF COLD-FORMED LLH LONG LEG HORIZONTAL REINF REINFORCING OR

METAL FRAMING LLV LONG LEG VERTICAL REINFORCED

COORD COORDINATE LOC LOCATION REV REVISION OR REVISED

DIA DIAMETER LW LIGHT WEIGHT RO ROUGH OPENING

DIM DIMENSION LVL LAMINATED VENEER SIM SIMILAR

DN DOWN LUMBER SPA SPACE

do DITTO LO LOW STD STANDARD

DWG DRAWING MANUF MANUFACTURER SF SQUARE FEET

EA EACH MAX MAXIMUM SS STAINLESS STEEL

EF EACH FACE MECH MECHANICAL STL STEEL

EJ EXPANSION JOINT MIN MINIMUM SQ SQUARE

ELEC ELECTRICAL MISC MISCELLANEOUS T/ TOP OF

EL ELEVATION MO MASONRY OPENING TYP TYPICAL

ELEV ELEVATOR NA NOT APPLICABLE UNO UNLESS NOTED

ENGR ENGINEER NIC NOT IN CONTRACT OTHERWISE

EMBD EMBEDDED NOM NOMINAL VERT VERTICAL

EQ EQUAL NW NORMAL WEIGHT VIF VERIFY IN FIELD

EQUIP EQUIPMENT OC ON CENTER W/ WITH

ES EACH SIDE OD OUTSIDE DIAMETER WP WORK POINT

EW EACH WAY OPNG OPENING WWR WELDED WIRE

EXIST EXISTING OPP OPPOSITE REINFORCEMENT

PAF POWDER ACTUATED WCJ WALL CONTROL OR

FASTENER CONSTRUCTION JOINT

GENERAL NOTES

1. DO NOT SCALE DRAWINGS. CONTRACTOR SHALL NOTIFY ENGINEER OF ANY DISCREPANCIES IN DIMENSIONS BETWEEN EXISTING CONDITIONS AND/OR PROCESS DRAWINGS AND THE STRUCTURAL

DRAWINGS.

2. DO NOT CHANGE SIZE OR SPACING OF STRUCTURAL ELEMENTS.

3. DETAILS SHOWN ARE TYPICAL; SIMILAR DETAILS APPLY TO SIMILAR CONDITIONS UNLESS

OTHERWISE INDICATED.

4. THE NOTES ON THIS DRAWING ARE TYPICAL UNLESS OTHERWISE INDICATED.

5. CONTRACTOR SHALL NOTIFY THE ENGINEER IN WRITING OF PROPOSED DEVIATIONS OR

SUBSTITUTIONS FROM DIMENSIONS, MATERIALS, OR EQUIPMENT SHOWN ON THE DRAWINGS AND

MAKE ONLY THOSE DEVIATIONS OR SUBSTITUTIONS ACCEPTED BY ENGINEER.

6. CONTRACTOR SHALL DETERMINE EXACT LOCATIONS OF EXISTING UTILITIES BEFORE COMMENCING

WORK. CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR DAMAGES WHICH MIGHT OCCUR AS

A RESULT OF FAILURE TO EXACTLY LOCATE AND PRESERVE EXISTING UTILITIES.

7. THESE DRAWINGS DO NOT INCLUDE NECESSARY COMPONENTS FOR CONSTRUCTION SAFETY.

CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR CONSTRUCTION SAFETY.

FOUNDATION NOTES

1. BEAR FOOTINGS ON FIRM UNDISTURBED SOIL OR COMPACTED STRUCTURAL FILL.

2. FOOTINGS HAVE BEEN DESIGNED FOR A SOIL BEARING PRESSURE OF 1500 psf. BEARING STRATUM FOR THIS CAPACITY SHALL BE VERIFIED IN FIELD BY A LICENSED GEOTECHNICAL ENGINEER BEFORE CASTING

CONCRETE FOOTINGS.

3. UNLESS OTHERWISE NOTED, BOTTOM OF EXTERIOR FOOTINGS IS 4 FEET MINIMUM BELOW FINISH

GRADE.

4. SOIL BEARING SURFACES PREVIOUSLY ACCEPTED BY GEOTECHNICAL ENGINEER WHICH ARE ALLOWED

TO BECOME SATURATED, FROZEN, OR DISTURBED SHALL BE REWORKED TO SATISFACTION OF

GEOTECHNICAL ENGINEER.

5. FOUNDATION PREPARATION: REFER TO SPECIFICATIONS FOR “EARTHWORK.”

6. DO NOT PLACE FOOTINGS IN WATER OR ON FROZEN GROUND.

7. DO NOT ALLOW GROUND BENEATH FOOTINGS TO FREEZE.

8. CONCRETE WALLS SHALL ATTAIN A MINIMUM STRENGTH OF 70% f'c BEFORE PLACING BACKFILL AGAINST

THEM.

SPECIAL INSPECTION NOTES

1. THE OWNER WILL ENGAGE THE SERVICES OF A QUALIFIED SPECIAL INSPECTOR FOR THIS PROJECT, WHO WILL PROVIDE AND/OR COORDINATE INSPECTION AND TESTING REQUIREMENTS AS

NECESSARY IN ACCORDANCE WITH THE PROVISIONS OF CHAPTER 17 OF THE NYSUC.

2. THE REGISTERED DESIGN PROFESSIONAL HAS PREPARED A STATEMENT OF SPECIAL INSPECTIONS.

THESE DOCUMENTS WILL BE SUBMITTED WITH THE CONTRACT DOCUMENTS AND THE APPLICATION

FOR BUILDING PERMIT TO THE CODE ENFORCEMENT OFFICIAL.

3. SPECIAL INSPECTIONS AND TESTING SHALL BE CONTINUOUS OR PERIODIC DURING THE

PERFORMANCE OF THE WORK, AS NOTED.

4. THE CONTRACTOR SHALL HOLD A PRE-CONSTRUCTION MEETING WITH THE REGISTERED DESIGN

PROFESSIONAL, SPECIAL INSPECTOR, TESTING AGENCY, AND AFFECTED SUB-CONTRACTORS TO

REVIEW THE REQUIRED SPECIAL INSPECTION AND TESTING REQUIREMENTS FOR THE PROJECT.

THE CONTRACTOR SHALL DISTRIBUTE CONSTRUCTION SCHEDULES TO EACH ATTENDEE.

5. THE SPECIAL INSPECTOR SHALL SUBMIT INTERIM REPORTS AND, AT THE COMPLETION OF SPECIAL INSPECTIONS, A FINAL STATEMENT OF SPECIAL INSPECTIONS. REPORTS SHALL BE STAMPED AND

SIGNED BY A PROFESSIONAL ENGINEER.

6. THE SPECIAL INSPECTOR SHALL NOTIFY THE CONTRACTOR IMMEDIATELY OF DISCREPANCIES.

SUBSEQUENT REPORTS SHALL NOTE WHEN AND HOW DEFICIENCIES WERE CORRECTED. THE

SPECIAL INSPECTOR SHALL NOTIFY THE REGISTERED DESIGN PROFESSIONAL AND THE CODE

ENFORCEMENT OFFICIAL OF DISCREPANCIES WHICH HAVE NOT BEEN CORRECTED.

7. THE CONTRACTOR SHALL COOPERATE WITH THE SPECIAL INSPECTOR INCLUDING ADVANCE

NOTIFICATION OF REQUIRED INSPECTION OR TEST, INCIDENTAL LABOR, AND SAFE ACCESS TO THE

WORK AREAS, AND ACCESS TO CONTRACT DOCUMENTS SO THAT INSPECTIONS AND TESTING MAY

BE PERFORMED WITHOUT HINDRANCE.

8. THE SPECIAL INSPECTION PROGRAM SHALL IN NO WAY RELIEVE THE CONTRACTOR OF THE

OBLIGATION TO PERFORM THE WORK IN ACCORDANCE WITH THE REQUIREMENTS OF THE

CONTRACT DOCUMENTS OR FROM IMPLEMENTING AN EFFECTIVE QUALITY CONTROL PROGRAM.

9. SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION.

1/4" = 1'-0"SS001

3 TYPICAL HORIZONTAL WALL REINFORCING SPLICE DETAIL

1/2" = 1'-0"SS001

4 TYPICAL REINFORCEMENT AT WALL OPENING

3/4" = 1'-0"SS001

1 TYPICAL WALL CONSTRUCTION JOINT DETAIL

3/4" = 1'-0"SS001

5 TYPICAL WALL JOINT DETAIL

3/4" = 1'-0"SS001

2 MAT FOOTING CONSTRUCTION JOINT DETAIL

CAST-IN-PLACE CONCRETE NOTES

1. REINFORCE CONCRETE ELEMENTS INCLUDING MAT FOOTINGS, WALLS, AND PIER. REINFORCEMENT

SHOWN PERTAINS TO TYPICAL CONDITIONS.

2. NO HOLES OR OPENINGS ARE PERMITTED THROUGH CONCRETE MAT FOOTING, PIER, OR WALLS

EXCEPT AS FOLLOWS: WHERE SHOWN AND AS DETAILED IN DRAWINGS. MISCELLANEOUS HOLES

THROUGH SLABS OR WALLS THAT DO NOT DISPLACE MORE THAN ONE BAR. THESE DO NOT REQUIRE

ADDITIONAL REINFORCEMENT.

3. LAP SPLICE CONCRETE REINFORCEMENT AS INDICATED IN THE CONCRETE REINFORCEMENT LAP

SPLICE SCHEDULE, UNLESS NOTED OTHERWISE.

4. LAP CONTINUOUS FOOTING AND HORIZONTAL WALL REINFORCEMENT WITH A CLASS B LAP SPLICE

UNLESS NOTED OTHERWISE.

5. TOP BARS INDICATED WITH HOOKS SHALL HAVE ACI STANDARD 90 DEGREE HOOK UNLESS NOTED

OTHERWISE.

6. KEYS SHALL BE 2 INCHES BY 4 INCHES UNLESS OTHERWISE SHOWN IN DRAWINGS.

7. CAST CONCRETE ON SLOPED SURFACES BEGINNING AT LOWEST ELEVATION AND CONTINUING

MONOLITHICALLY TOWARD HIGHER ELEVATIONS UNTIL INTENDED POUR IS COMPLETED.

8. PROVIDE 100 FEET OF #4, 100 FEET OF #5, AND 100 FEET OF #6 BARS IN 20-FOOT LENGTHS TO BE

FIELD CUT AND PLACED IN FIELD AS LOCATED BY ENGINEER.

9. DOWEL CONCRETE WALLS AND PIER INTO FOOTINGS WITH DOWELS THE SAME SIZE AND SPACING AS VERTICAL REINFORCEMENT. EXTEND DOWELS TO WITHIN 3 INCHES OF BOTTOM OF FOOTING, TERMINATED WITH A.C.I. STANDARD 90 DEGREE HOOK. PROVIDE CLASS B LAP SPLICE WITH

VERTICAL REINFORCEMENT.

10. PROVIDE KEYS IN CONCRETE WALLS AND FOOTINGS AT VERTICAL CONSTRUCTION JOINTS UNLESS NOTED OTHERWISE. KEYS SHALL BE 1 1/2 INCHES DEEP AND THE WIDTH OF THE KEY SHALL BE

ONE-THIRD THE WALL THICKNESS AND CENTERED WITHIN THE WALL.

11. VERIFY SIZE AND LOCATION OF MECHANICAL OPENINGS.

12. MINIMUM BAR DEVELOPMENT LENGTH EQUALS CLASS A LAP LENGTH.

13. CHAMFER EXPOSED CONCRETE CORNERS AND EDGES 3/4 INCH UNLESS NOTED OTHERWISE.

14. CONCRETE COVER FOR REINFORCEMENT SHALL BE AS INDICATED IN THE CONCRETE COVER

SCHEDULE.

15. PROVIDE WATERSTOPS IN BELOW-GRADE WALL TO FOOTING JOINTS.

1/2" = 1'-0"SS001

6 TYPICAL WALL INTERSECTION REINFORCEMENT

NOT TO SCALESS001

8 ANCHOR ROD

3/4" = 1'-0"SS001

TYPICAL EDGE ANGLE FOR

PLATE OR GRATING COVER

3/4" = 1'-0"SS001

7 SECTION AT FOOTING AND WALL

NOT TO SCALE

TANK

TANK

T/CONC IN TRENCH

LOW POINT (110.00')

T/CONC MAT FTG AT

EDGE OF TRENCH, (TYP)

(111.00')

OUTLINE OF THICKENED

MAT 9'-0" SQ

S L O

P E

D O

W N

S L O

P E

D O

W N

4'-0"Ø CONC

PIER

(T Y

P

T/CONC MAT FTG

(111.33')

12" CONC WALL.

SEE 2/SS002 FOR

CONTROL JOINTS

T/CONC MAT FTG

(111.33')

STAIRS. SEE SS003

FOR LAYOUT AND

DETAILS

6"Ø DIP SUPPLY.

SEE SITE DWGS FOR

ALIGNMENT

CONC WALKWAY.

SEE SITE DWGS

1'

1'

6" TYP

TYP

1' - 0"

R=8'-0"

R=4'-3"

R=4'-0"

R=16'-0"

CLASS B LAP

#6 AT 10" OC TOP

AND BOT RING, TYP.

#6 TOP AND BOT

RADIAL, TYP

10"

10" T

YP

10" TYP

SS003

3A

SS003

SS002

2' - 0" 5' - 10"

FROM END

OF TRENCH

INVERT (109.33')

10"Ø DIP TO DOSING PUMP

STATION. SEE SITE DWGS

AND CU005 FOR ROUTE

8" WALL

12" WALL, TYP UNO

T/CONC IN TRENCH

HIGH POINT (110.67')

SS003

SS001

SS001

CONC WALLS FOR

SPLITTER BOX. SEE 6/SS001

FOR WALL CORNER AND

INTERSECTION DETAILS

3'-0" WIDE DOWNWARD OPENING

WEIR GATE WITH STEM COVER

AND POSITION INDICATOR GAUGE.

SEE NOTE BELOW.

NOTES:

1. ALUMINUM SLIDE GATE BY RW GATE COMPANY OR ACCEPTED EQUAL.

PROVIDE THIMBLE CAST IN CONC WALL. SEE 4/SS001 FOR REINF AT

OPENINGS. (2) LOCS. SEE PROCESS DWGS FOR EXACT LOCS AND

ELEVATIONS. PROVIDE OPENINGS IN WELDED STEEL BAR GRATING AS

NECESSARY TO ACCOMMODATE WEIR GATE FRAMES AND ACTUATOR STEMS.

1'-0" WIDE DOWNWARD OPENING

WEIR GATE WITH STEM COVER

AND POSITION INDICATOR GAUGE.

SEE NOTE BELOW.

10"Ø DIP TO SECONDARY

CLARIFIER. SEE SITE

DWGS FOR ROUTE

INV ELEV 106.3'

FRP BAFFLE. SEE

PROCESS DWGS

FOR DETAILS.

AT RADIUS

8'-0"

AT R

ADIU

S

16'-0

6''Ø DIP SUPPLY

INVERT (110.00')

60' - 0" 1' - 0"1' - 0"

#5 AT 12"OC, EW, EF .

#5 AT 12"OC, EW.

3"

6" (TYP)

B/TRENCH (110.00')

B/TRENCH

(ELEV VARIES)

B/TRENCH AT HIGH POINT

(110.67')

#4 AT 10"OC HORIZ (TYP)

#5 AT 12"OC VERT (TYP)

T/MAT FOOTING AT TRENCH

(111.00')

GRADE (112.00'±)

WATERSTOP

AIR VENT OPENING 8"H x 24"W (24)

TOTAL EVENLY SPACED. LOCATE

EDGE OF OPENING 2'-0" MIN FROM

WALL CJ. B/OPENING (112.25'). SEE

4/SS001 FOR DETAIL AT OPENING.

B/MAT FOOTING BEYOND

GRADE (112.00')

T/SLAB

(106.00')

(105.00')

T/WALL AT SPLITTER BOX

(112.25')

#5 AT 12"OC, EW

TOP AND BOT

1 1/2" WELDED STEEL

BAR GRATING, GALV

L4x3 (LLV) GALV.

SEE 2/SS003

C O

V E

R

12" COMPACTED

STRUCTURAL FILL

NON-WOVEN

GEOTEXTILE FABRIC

SS003

CENTER PIER

SEE 9/SS003

6" DIP SUPPLY CAST INTO

CONC PIER. CENTER IN PIER

PROCESS EQUIPMENT.

COORD CONNECTION TO CONC

PIER W/ EQUIPMENT MANUFACTURER

(119.17')

6" (TYP)

GEODESIC DOME ROOF WITH DORMER

ENTRANCE AND ACCESS DOOR. SEE

DETAILS ON SHEET CU009. COORD

CONNECTION TO T/WALL W/

EQUIPMENT MANUFACTURER

T/WALL

(122.25')

1' - 0"

SEE 7/SS001

SEE 9/SS001 FOR DETAIL

AT GRATING BEARING

ANCHOR ROD BY

PROCESS EQUIPMENT

SUPPLIER. SEE 8/SS001

FRP BAFFLE

T/WALL AT WEIR GATE

(109.00')

SLEEVED OPENINGS

SEE 6/SS003 FOR

SLEEVE DETAIL

.0

S L O

P E

D O

W N

S L O

P E

D O

W N

R A

D

'-6

15'-0" SQUARE

PLACEMENT 2PLACEMENT 2

PLACEMENT 1

PLACEMENT 1

PLACEMENT 3

MAT FTG CJ.

SEE 2/SS001

WALL CJ. (8) LOCS.

SEE 1/SS001

NOTES:

1. MAT FOOTING PLACEMENT SEQUENCE SHOWN IN PLAN. ALLOW 72 HOURS

MINIMUM CURE TIME BETWEEN PLACEMENTS.

2. STAGGER WALL PLACEMENT. ALLOW 72 HOURS MINIMUM CURE TIME

BETWEEN PLACEMENTS.

4'-0"Ø CONC PIER

STAIR NOT SHOWN.

SEE 3/SS001 FOR

HORIZ WALL REINF

LAP SPLICE DETAIL.SPLITTER BOX

INSTALLED WITH

PLACEMENT 2

4592 JORDAN ROAD

SKANEATELES FALLS, NY 13153

p 315.685.4732 f 315.685.4753 www.ryanbiggs.com

Sigma Psi Consulting

MALTA, NY 12020

MECHANICAL,ELECTRICAL,PLUMBING ENGINEERS,PLLC

4 COLLAMER ROAD

http://www.sigmapsi.com

518-581-9428

FINAL DESIGN (100%)

Revisions: Date

1 2 3 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

B

A

C

D

E

F

ΣΨ

ARCHITECT / STRUCTURAL: PROJECT PRIME/ENGINEER:

Drawing Title

Approved: Project Director

Project Title

Location

Date Checked Drawn

Project Number

Building Number

Drawing Number

Office of Construction and Facilities

Management

VA Hudson Valley Helathcare System at Castle Point, New York

CIVIL:

Renovate Sewage Treatment Plant Trickling Filter

Wappinger Falls, NY 12590 41 Castle Point Road

VA 620A4-14-108CIVIL ENGINEER:

o n e e ig h th i n c h o n e f o o t o n e q u a rt e r in c h o n e f o o t th re e e ig h th s i n c h o n e f o o t o n e h a lf i n c h o n e f o o t th re e q u a rt e rs i n c h o n e f o o t o n e i n c h o n e f o o t o n e a n d o n e h a lf i n c h e s o n e f o o t th re e i n c h e s o n e f o o t

B

A

C

D

E

F

11725

TANK PLAN AND SECTIONS

April 26, 2018 CNL RMS

SS002

3/16" = 1'-0"SS002

1 TANK PLAN

3/8" = 1'-0"SS002

3 SECTION

3/16" = 1'-0"SS002

2 SUGGESTED MAT FOOTING AND WALL PLACEMENT SEQUENCE

1' - 0"

4' - 8" MIN AT WALL

C12 STRINGER

W8 CANT BEAMS

T/STL

(120.75')

T/GRATING (T/WALKWAY)

(122.25')

BEAM BEAM

4' - 0" MIN AT WALL 2"

FACE OF CHANNEL

SS003

SS003

T/CONC

(112.25')

(TO FACE OF CHANNEL)

4' - 1"

1 1/2" ALUMINUM

HANDRAIL POST

1 1/2" WELDED STEEL

BAR GRATING, GALV

T/CONC WALL

(122.25')

EMBED P, GALV.

SEE 7/SS003

L

L4x3x1/4 (LLV) CONT, GALV

SHEAR CONNECTION

ALUMINUM BOLTED

FLANGE BRACKET

(2) 3/4"Ø BOLTS

C12

L3x3x1/4

T/STL

W8 CANT STAIR SUPPORT.

SEE 7/SS003

3/16

3/4"Ø ADHESIVE ANCHOR

AT 16"OC W/ 6" EMBED,

GALV

TOP RAIL, TYP

MID RAIL, TYP

1 1/2" ALUMINUM

HANDRAIL POST

(M A

X S

P A

MANHOLE

STEPS

/2

E M

B D

SEE 1/SS003

T/MEDIA

(119.5'+/-)

NOTE:

1. EXTEND RAILING TO WITHIN 2" OF EXTERIOR OF

ALUMINUM DOME PROFILE.

W x

C12x20.7 STRINGER, TYP

1 1/2" ALUMINUM HANDRAIL, TYP

EXT FACE

OF TANK WALL

12" CONC WALL

T/WALL (112.25')

C12 STRINGER

1 1/2" ALUMINUM HANDRAIL, TYP

L3x3x1/4 POST, TYP

(4) LOCS EA STAIR

DOWN

1 1/2" WELDED STEEL BAR

GRATING, GALV3

C

L E

A R

(18) RISERS AT 6.67' = 10'-0"

(17) TREADS AT 11" = 15'-7"

W x

R

CONC FTG

B/FTG (108.00')

EMBEDDED PLATES

SS003

E Q

E Q

(2) COPOLYMER POLYPROPYLENE

PLASTIC MANHOLE STEPS BY

M.A. INDUSTRIES, INC. OR

ACCEPTED EQUIVALENT

1 1/2" ALUMINUM POST W/ GRAB BAR

EA SIDE OF OPENING W/ BOLTED

FLANGE BRACKET. DRILL AND

ANCHOR INTO TOP OF CONC WALL.

PROVIDE 1/2"Ø SS EXPANSION

ANCHORS W/ 4 1/2" MIN EMBED.

COORD W/ ROOF AND

DORMER COVER SUPPLIER

4'-0" WIDE NON-SKID FRP GRATING

BY TRICKLING FILTER MEDIA SUPPLIER

1 1/2" Ø ALUMINUM

HANDRAIL, TYP

GALV STEEL GRATING

TREADS, TYP

C12 STRINGER, TYP

CHAMFER

CONCRETE WALKWAY.

SEE SITE DWGS

#5 AT 12"OC EW, EF

ALUMINUM

BOLTED FLANGE

BRACKET, TYP

L3x3x1/4 CLIP W/ (2) 3/4"Ø

ADHESIVE ANCHORS

W/ 6" EMBED IN GRADE BEAM

COMPACTED GRAVEL UNDER

STAIR. SEE SITE DWGS

T/WALL

(112.25')

12" CONC WALL

2' - 0"

B/FTG

(108.00')

(2) #5 CONT

12" COMPACTED

STRUCTURAL FILL

NON-WOVEN

GEOTEXTILE FABRIC

C L R

1 1/2"Ø ALUMINUM

HANDRAIL, (TYP)

GALV STEEL

GRATING TREADS,

(TYP)

C12 STRINGER, (TYP)

ALUMINUM BOLTED

FLANGE BRACKET AT

BASE, (TYP)

STEEL GRATING, SEE PLAN

T/C12

L2x2x1/4 FOR LANDING

GRATING AND STAIR

TREAD SUPPORT,

(TYP) TAPER CUT AS

SHOWN ALONG

BOTTOM EDGE OF

STRINGER.

C6x8.2 STEEL

(2) 3/4"Ø BOLTS

3/16

TYP

NOTES:

1. SEE PLAN FOR RISER AND TREAD SIZE AND QUANTITY.

2. RAILING COMPONENTS SHALL BE ANODIZED ALUMINUM.

RAILING CONNECTORS SHALL BE SAND CAST ALUMINUM

MAGNESIUM ALLOY. PROVIDE HOLLAENDER SPEED RAIL,

INTERNA RAIL OR ACCEPTED EQUIVALENT.

NOSING, (TYP)

TYP

11"

T Y

P

MITRE AND SHOP WELD TO

TRANSFER FULL MOMENT

CAPACITY, (TYP)

TOP AND BOT

FLANGE

3/8" SINGLE SHEAR P

W/ (2) 3/4"Ø BOLTS

L

1/4 1/4

2" 4" 2"

(4) 3/4"Ø x 8" LONG

HEADED STUDS

NOTE:

HOT-DIP GALVANIZE STEEL EMBED PLATE, W8 BEAM

AND CONNECTION COMPONENTS. TOUCH-UP WELDS

WITH COLD GALVANIZE PAINT AFTER WELDING IS

COMPLETE AND WELDS HAVE BEEN INSPECTED.

#4 TIES

4' - 0"

TRENCH SEE PLAN

#6 AT 10"OC, EW

T/PIER

(119.17')2

4'-0"Ø CONC PIER

A T

(3

S P

A

(T Y

P

L

A P

F O

R

B

A R

S

#9 DOWELS. MATCH

SPACING AND QUANTITY

OF VERT REINF.

SEE 10/SS003

#6 AT 10"OC, EW

T/MAT FTG

(111.00')

CLASS B LAP

4' - 6"4' - 6"

12" COMPACTED

STRUCTURAL FILL

NON-WOVEN

GEOTEXTILE FABRIC

M A

X

SS003

INVERT

(110.00')

6"Ø DIP SUPPLY

CAST INTO CONC PIER

12" COMPACTED

STRUCTURAL FILL

NOTES:

1. WHERE POSSIBLE, RUN BOTTOM REINFORCEMENT

CONTINUOUS BELOW TRENCH DRAIN. MAINTAIN 2"

MINIMUM COVER.

2. AT 3A/SS003 OMIT TRENCH, BUT PROVIDE HAUNCH FOR

EMBEDDED 6"Ø SUPPLY PIPE. SEE PLAN FOR INVERT

ELEVATION.

BENT REINF. MATCH

SIZE AND SPACING

OF FTG REINF (TYP)

DEPTH OF TRENCH

VARIES. 4" MIN TO 12" MAX1' - 0"SEE PLAN AND 7/SS001

FOR REINF

CLASS B LAP, (TYP)

NON-WOVEN

GEOTEXTILE FABRIC

6" (TYP)

T/FTG

(111.00')

C L R

C L R

PIER NOTES:

1. TIES ARE #4, TYPICAL UNLESS NOTED OTHERWISE.

STAGGER HOOK LOCATIONS ON ALTERNATE TIES.

2. SEE 9/SS003 FOR TIE SPACING AND SECTION AT

PIER.

ANCHOR RODS FOR

PROCESS EQUIPMENT

(12) #9 VERT

TIES. STAGGER LAPS 180°

ON ALTERNATE TIES

CLASS "A" LAP

4'-0"Ø PIER

6"Ø DIP SUPPLY

CAST INTO CONC PIER

COORDINATE SLEEVE SIZE

AND O.D. OF PIPE

W/ MECHANICAL SEAL SLEEVE

1/4" STEEL

SLEEVE WITH

(4) 4"x2"x1/4"

LUGS WELDED

TO SLEEVE

STAINLESS STEEL

AND NEOPRENE

MECHANICAL SEAL

FILL WITH

NON-SHRINK

GROUT (TYP)

WALL THICKNESS

4592 JORDAN ROAD

SKANEATELES FALLS, NY 13153

p 315.685.4732 f 315.685.4753 www.ryanbiggs.com

Sigma Psi Consulting

MALTA, NY 12020

MECHANICAL,ELECTRICAL,PLUMBING ENGINEERS,PLLC

4 COLLAMER ROAD

http://www.sigmapsi.com

518-581-9428

FINAL DESIGN (100%)

Revisions: Date

1 2 3 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

B

A

C

D

E

F

ΣΨ

ARCHITECT / STRUCTURAL: PROJECT PRIME/ENGINEER:

Drawing Title

Approved: Project Director

Project Title

Location

Date Checked Drawn

Project Number

Building Number

Drawing Number

Office of Construction and Facilities

Management

VA Hudson Valley Helathcare System at Castle Point, New York

CIVIL:

Renovate Sewage Treatment Plant Trickling Filter

Wappinger Falls, NY 12590 41 Castle Point Road

VA 620A4-14-108CIVIL ENGINEER:

o n e e ig h th i n c h o n e f o o t o n e q u a rt e r in c h o n e f o o t th re e e ig h th s i n c h o n e f o o t o n e h a lf i n c h o n e f o o t th re e q u a rt e rs i n c h o n e f o o t o n e i n c h o n e f o o t o n e a n d o n e h a lf i n c h e s o n e f o o t th re e i n c h e s o n e f o o t

B

A

C

D

E

F

11725

DETAILS

April 26, 2018 CNL RMS

SS003

1/2" = 1'-0"SS003

4 STAIR ELEVATION

3/4" = 1'-0"SS003

2 SECTION

1/2" = 1'-0"SS003

1 STAIR PLAN

3/4" = 1'-0"SS003

8 SECTION AT STAIR FOUNDATION

1 1/2" = 1'-0"SS003

5 SECTION AT STAIR

NOTE:

ALL STEEL STAIR COMPONENTS,

GRATINGS, FASTENERS, ETC.,

SHALL BE HOT DIP GALVANIZED.

ALL RAILING COMPONENTS

SHALL BE ANODIZED ALUMINUM.

FLANGE CONNECTORS SHALL BE

SAND CAST ALUMINUM-MAGNESIUM

ALLOY.

1 1/2" = 1'-0"SS003

7 EMBED PLATE DETAIL

3/4" = 1'-0"SS003

9 SECTION AT CONCRETE PIER

3/4" = 1'-0"SS003

3 TRENCH DRAIN DETAIL3A

SS003

3/4" = 1'-0"SS003

10 PIER DETAIL

NOT TO SCALESS003

6 PIPE SLEEVE DETAIL

Revisions: Date

PROJECT PRIME/ENGINEER:

Drawing Title

Approved: Project Director

Project Title

Location

Date Checked Drawn

Project Number

Building Number

Drawing Number

1 2 3 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9 o n e e i g h t h i n c e f o o t o n e q u a r t e r i n c e f o o t t h r e e e i g h t h s i n c e f o o t o n e h a l f i n c e f o o t t h r e e q u a r t e r s i n c e f o o t o n e i n c e f o o t o n e a n d o n e h a l f i n c h e e f o o t t h r e e i n c h e e f o o t

Office of Construction and Facilities Management

FINAL DESIGN (100%)

VA Hudson Valley Helathcare System at Castle Point, New YorkSY

CIVIL ENGINEER:

AutoCAD SHX Text SECONDARY SETTLING TANKS AND RECIRC. PUMPHOUSE BLDG No 66 (EXISTING)

AutoCAD SHX Text

SCUM WELL

AutoCAD SHX Text

SERVICE STUB

AutoCAD SHX Text

BAR SCREEN AND GRIT CHAMBER

AutoCAD SHX Text

SAN. M.H.

AutoCAD SHX Text

EXISTING PAVED ROAD

AutoCAD SHX Text

INV. 105.3

AutoCAD SHX Text

INV. 105.2

AutoCAD SHX Text

6" SAN

AutoCAD SHX Text

EQUALIZATION (DOSING TANK)

AutoCAD SHX Text

DRAINAGE DITCH

AutoCAD SHX Text

10" SAN OUTFALL

AutoCAD SHX Text

INV. 106.5

AutoCAD SHX Text

INV. 105.0

AutoCAD SHX Text

2" WATER (SERVICE LINE)

AutoCAD SHX Text

GAS PIPING / ELECTRICAL CONDUIT

AutoCAD SHX Text

VALVE CHAMBER (7' X 5' X 6' HIGH) BELOW GRADE

AutoCAD SHX Text

GAS PIPING

AutoCAD SHX Text

PROPANE TANK VENT (PRESSURE SET AT 5 INCH)

AutoCAD SHX Text

EXISTING SHED

AutoCAD SHX Text

ELECTRICAL CONDUIT

AutoCAD SHX Text

PROPANE TANK LOCATION

AutoCAD SHX Text GENERATOR BLDG No 80 (EXISTING)

AutoCAD SHX Text C/O

AutoCAD SHX Text C/O

AutoCAD SHX Text C/O

AutoCAD SHX Text C/O

AutoCAD SHX Text C/O

AutoCAD SHX Text C/O

AutoCAD SHX Text C/O

AutoCAD SHX Text C/O

AutoCAD SHX Text

1-1/2" WATER

AutoCAD SHX Text

EXISTING 6" D.I.P.

AutoCAD SHX Text 10"

AutoCAD SHX Text 10"

AutoCAD SHX Text 10"

AutoCAD SHX Text 6" D.I.P.

AutoCAD SHX Text 4"

AutoCAD SHX Text 10"

AutoCAD SHX Text 6"

AutoCAD SHX Text 10"

AutoCAD SHX Text 10"

AutoCAD SHX Text

CHAIN LINK FENCE

AutoCAD SHX Text

ABANDONED

AutoCAD SHX Text

ABANDONED

AutoCAD SHX Text

ABANDONED

AutoCAD SHX Text 10"

AutoCAD SHX Text 10"

AutoCAD SHX…