36C24220B0020-006.pdf

PDF Posted Feb 20, 2020

Attached to: Z1DA--528A5-19-505 FUEL LINE AND TANK REPLACEMENT
Solicitation number: 36C24220B0020
Issued by: Department of Veterans Affairs Veterans Health Administration Veterans Integrated Service Network 2

About this file

Written by GovTribe AI · Dec 28, 2023

This pre-solicitation notice provides details for an upcoming solicitation to replace fuel lines and tanks at the Canandaigua VA Medical Center in New York. The project involves removing existing underground tanks and pipes that have leaked, and installing a new above-ground 50,000 gallon tank, pumps, piping from the new tank to Building 12, and a fuel unloading area. The work requires coordinating with other ongoing construction projects and providing temporary fuel storage. The 100% SDVOSB set-aside procurement has an estimated value from $1-5 million. The solicitation will post on or around February 13, 2020, with information on a required site visit. Bids are due with a 20% bond, and performance and payment bonds will be required.

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36C24220B0020 S02 - Fuel Line All Drawings Bound File.pdf

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Other files

File	Type	Posted
36C24220B0020-0004001.docx	DOCX document	Apr 3, 2020
36C24220B0020-0004000.docx	DOCX document	Apr 3, 2020
36C24220B0020-0003000.docx	DOCX document	Mar 19, 2020
36C24220B0020-0002001.pdf	PDF	Mar 4, 2020
36C24220B0020-0002000.docx	DOCX document	Mar 4, 2020
36C24220B0020-0001000.docx	DOCX document	Feb 25, 2020
36C24220B0020-004.docx	DOCX document	Feb 20, 2020
36C24220B0020-005.pdf	PDF	Feb 20, 2020

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CAMPUS SITE PLAN

VAMC Canandaigua

PARKING

P A

R K

PARKING

T-1

VA APPROVAL COVER SHEET

Date

DRAWING NO.

Project No.

585A5-19-505

2019-10-21

SBV

DrawnChecked

Dwg. Of

V A

12/SITE

Date

Drawing Title

Approved: Eng. Project Supervisor

Date

Approved: Medical Center Director

Date

Approved: Space Owner

Approved: Fire Chief Date

Approved: Industrial Hygienist Date

Approved: Safety Officer Date

Project Title

Location

Building No.

CANANDAIGUA, NEW YORK

Date

CODES & O.S.H.A.

N.F.P.A., NATIONAL, STATE AND CITY

ALL WORK TO BE IN ACCORDANCE WITH

Approved: Infection Control Mgr.

Date

Approved: Chief Security

DateRevisions

Approved: Info. Sys.

Approved: Women's Health Rep

Approved: Interior Designer

Approved: A.F.G.E.

A-1

DETAIL MARKER

SECTION MARKER

BUILDING SECTION MARKER

INTERIOR ELEVATION MARKER

ROOM DESIGNATION

DOOR TAG

WINDOW AND LOUVER TAG

NORTH ARROW

C A

N O

SHEET NUMBER

DETAIL NUMBER

SECTION NUMBER

SHEET NUMBER

SECTION NUMBER

COLUMN TAG

ELEVATION NUMBER

SHEET NUMBER

WINDOW/LOUVER NUMBER

DOOR NUMBER

ROOM NAME

ROOM NUMBER

COLUMN No.

PARTITION TYPE

BEH

Date

Approved: Logistics Manager.

Date

Approved: Energy Engineer Date

Date

Approved: M&R Foreman Date

Approved: Patient Safety

Approved: Associate Director

FUEL LINE AND TANK

REPLACEMENT

CANANDAIGUA VAMC

A-100

A-100 1 1

A-100

ROOM

2A-100

AB ANCHOR BOLT

AC AIR CONDITIONING

ACT ACOUSTICAL CEILING TILE

ADDL ADDITIONAL

ADJ ADJUSTABLE

AFF ABOVE FINISH FLOOR

ALT ALTERNATE

AL ALUMINUM

ARCH ARCHITECTURAL

ASPH ASPHALT

B/ BOTTOM of

BD BOARD

BL BUILDING LINE

BLDG BUILDING

BLK BLOCK

BLKG BLOCKING

BP BEARING PLATE

BR BEDROOM

BSMT BASEMENT

BTWN BETWEEN

BRG BEARING

CB CATCH BASIN

CC CENTER TO CENTER

CEM CEMENT

CG CORNER GUARD

CJ CONSTRUCTION JOINT or CONTROL JOINT

CLG CEILING

CMU CONCRETE MASONRY UNIT

COL COLUMN

COMP COMPACT(ED)

CONC CONCRETE

CONST CONSTRUCTION

CONT CONTINUOUS

COORD COORDINATE

CPT CARPET

CRS COURSE

CT CERAMIC TILE

D DEEP/ DEPTH

DBL DOUBLE

DET DETAIL

DF DOUGLAS FIR

DIA DIAMETER

DIM DIMENSION

DTL DETAIL

DW DISHWASHER

DWG DRAWING

EA EACH

EL ELEVATION

ELEC ELECTRIC

ELEV ELEVATION

EQ EQUAL

EW EACH WAY

EXT EXTERIOR

EXG EXISTING

FBGL FIBERGLASS

FD FLOOR DRAIN

FFE FINISH FLOOR ELEVATION

FIN FIN

FLR FLOOR

FNDN FOUNDATION

FP FIREPLACE

FR FAMILY ROOM

FTG FOOTING

GC GENERAL CONTRACTOR

GL GLASS

G&N GLUE and NAIL

GWB GYPSUM WALL BOARD

GP GYPSUM

H HIGH

HC HOLLOW CORE

HDR HEADER

HDW HARDWARE

HGT HEIGHT

HM HOLLOW METAL

HORZ HORIZONTAL

H.P. HIGH POINT

H.R. HANDRAIL

HW HOT WATER

INS INSULATION

INT INTERIOR

JAN. JANITORIAL

JST JOIST

JT JOINT

K KITCHEN

LF LINEAR FEET

LH LEFT HAND

LOC LOCATION

LVL LAMINATED VENEER LUMBER

MAT MATERIAL

MAX MAXIMUM

MECH MECHANICAL

MFGR MANUFACTURER

MH MAN HOLE

MIN. MINIMUM

MO MASONRY OPENING

MTL METAL

NIC NOT IN CONTRACT

NTS NOT TO SCALE

OC ON CENTER

OHD OVERHEAD DOOR

OPNG OPENING

PL PLATE

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT (D) PAINT (-ED)

PWD PLYWOOD

RA RETURN AIR

RD ROOF DRAIN

REF REFERENCE

REINF REINFORCING

REQ'D REQUIRED

RH RIGHT HAND

RM ROOM

RO ROUGH OPENING

R/S ROUGH SAWN

SC SOLID CORE

SCWD SOLID CORE WOOD DOOR

SD SMOKE DETECTOR

SF SQUARE FEET

SFLR SUB-FLOOR

SIM SIMILAR

SL SLOPE

SOG SLAB-ON-GRADE

SPEC SPECIFICATIONS

STL STEEL

STR STRUCTURAL

SV SHEET VINYL FLOORING

T TOILET

T/ TOP OF

TH THICK/ THICKNESS

T&G TONGUE & GROOVE

TOF TOP OF FOOTING

TOS TOP OF STEEL

TOW TOP OF WALL

TYP TYPICAL

UNO UNLESS NOTED OTHERWISE

VB VAPOR BARRIER

VCT VINYL COMPOSITION TILE

VERT VERTICAL

W WIDE/ WIDTH

W/ WITH

WC WATER CLOSET

WD WOOD

WIND. WINDOW

WWM WELDED WIRE MESH

10/21/19REV0 100% CONSTRUCTION DOCS

SEE GI001 FOR SITE

PHOTO OF WORK AREA

T-1 VA APPROVAL SHEET

GI001 TITLE SHEET AND DRAWING INDEX

GC101 PROJECT PHASING PLAN

GC102 PROJECT PHASING PLAN

GC201 PROJECT PHASING PLAN ELEVATION

GC401 PROJECT PHASING ENLARGED PLAN

C-001 CIVIL NOTES AND LEGENDS

CD101 CIVIL DEMOLITION PLAN

CU101 CIVIL UTILITY PLAN

CU501 CIVIL UTILITY DETAILS

CS101 CIVIL SITE AND GRADING PLAN

CS102 CIVIL PLAN AND PROFILE

CS501 CIVIL SITE DETAILS

S-001 STRUCTURAL NOTES AND LEGENDS

SB101 STRUCTURAL SITE PLAN

SB102 ENLARGED FOUNDATION PLAN

SB301 STRUCTURAL FOUNDATION SECTIONS

SB302 STRUCTURAL SECTIONS

SB501 STRUCTURAL DETAILS

DI001 PROCESS NOTES AND LEGENDS

DI601 FUEL OIL SYSTEM P&ID

M-001 MECHANICAL NOTES AND LEGENDS

MD101 MECHANICAL DEMOLITION PLAN

MP101 MECHANICAL PIPING PLAN - INTERIOR

MP102 MECHANICAL PIPING PLAN - EXTERIOR

MP201 MECHANICAL PIPING ELEVATIONS - INTERIOR

MP202 MECHANICAL ELEVATIONS - EXTERIOR

MP203 MECHANICAL ELEVATIONS - EXTERIOR

MP501 MECHANICAL PIPING DETAILS

E-001 ELECTRICAL NOTES AND LEGENDS

ED101 ELECTRICAL INTERIOR DEMOLITION PLAN

E-501 ELECTRICAL DETAIL

E-601 ELECTRICAL EQUIPMENT SCHEDULES

E-602 ELECTRICAL EQUIPMENT SCHEDULES

ES101 ELECTRICAL SITE PLAN

ES401 ELECTRICAL SITE PLAN ENLARGED

EP101 ELECTRICAL POWER PLAN

EP201 ELECTRICAL POWER PLAN ELEVATION

EG101 ELECTRICAL GROUNDING PLAN

AutoCAD SHX Text

COURTYARD 1

AutoCAD SHX Text

COURTYARD 2

AutoCAD SHX Text

NORTH

AutoCAD SHX Text

PARK

AutoCAD SHX Text

EXERCISE

AutoCAD SHX Text

94 GARAGE (SCHOOL LEASE)

AutoCAD SHX Text

80 S.T.P. CONTROL HOUSE

AutoCAD SHX Text

73 (SCHOOL LEASE)

AutoCAD SHX Text

39 ENGINEERING STORAGE

AutoCAD SHX Text

37 FORMER PATIENT CARE, IS

AutoCAD SHX Text

36 FORMER PATIENT CARE, DAY TREATMENT CENTER

AutoCAD SHX Text

34 SPD, A&MMS, DAYCARES, NETWORK STORAGE

AutoCAD SHX Text

14 VACANT

AutoCAD SHX Text

13 EMERGENCY GENERATOR

AutoCAD SHX Text

5 AUDITORIUM, RECREATION SVC.

AutoCAD SHX Text

NO. BUILDING SCHEDULE

AutoCAD SHX Text

4 ADMINISTRATIVE, CANTEEN

AutoCAD SHX Text

18 (SCHOOL LEASE)

AutoCAD SHX Text

1 OUTPATIENT SERVICES, MAIN ADMIN

AutoCAD SHX Text

2 MAIN KITCHEN & DINING RM., OUTPT PHARM

AutoCAD SHX Text

3 GEC OFFICES, PATIENT CARE

AutoCAD SHX Text

6 SUBSTANCE ABUSE OFFICES, EMS

AutoCAD SHX Text

7 NHCU, VOLUNTARY SVC., HRMS

AutoCAD SHX Text

9 PATIENT CARE/DOM, LIBRARY, MAIL RM.

AutoCAD SHX Text

11 WAREHOUSE

AutoCAD SHX Text

12 BOILER PLANT

AutoCAD SHX Text

16 FIRE STATION, GARAGE, GROUNDS MTN.

AutoCAD SHX Text

24 VALOR HEADQUARTERS

AutoCAD SHX Text

33 PATIENT CARE NHCU, INPATIENT PHARMACY

AutoCAD SHX Text

40 GATE HOUSE

AutoCAD SHX Text

41 OUTDOOR FIREPLACE

AutoCAD SHX Text

42 STONE GRANDSTAND

AutoCAD SHX Text

48 GARAGE

AutoCAD SHX Text

70 MISCELLANEOUS STORAGE

AutoCAD SHX Text

81 SLUDGE DIGESTORS

AutoCAD SHX Text

82 SLUDGE BED

AutoCAD SHX Text

76 STORAGE

AutoCAD SHX Text

8 NHCU, ADULT DAYCARE

AutoCAD SHX Text

10 LAUNDRY

AutoCAD SHX Text

20 VA POLICE

AutoCAD SHX Text

75 OIL HOUSE

AutoCAD SHX Text

77 STORAGE

AutoCAD SHX Text

PROJECT NO. 585A5-19-505

AutoCAD SHX Text

CANANDAIGUA, NEW YORK 14424

AutoCAD SHX Text

V.A. MEDICAL CENTER

AutoCAD SHX Text

FUEL LINE AND TANK REPLACEMENT CANANDAIGUA VAMC

AutoCAD SHX Text

ABBREVIATIONS AND SYMBOLS

AutoCAD SHX Text

SYMBOL

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

TITLE

AutoCAD SHX Text

SYMBOL

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

TITLE

AutoCAD SHX Text

LIST OF DRAWINGS

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORDCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

TITLE SHEET AND DRAWING INDEX 100% CONSTRUCTION

DOCUMENT

NON-SPRINKLERED

FUEL LINE AND TANK REPLACEMENT

CANANDAIGUA VAMC

400 FORT HILL AVE

CANANDAIGUA, NY 14424

2019-10-21

GI001

12/SITE

585A5-19-505

SBV VAR

REV 0 100% CONSTRUCTION DOCUMENT 2019-10-21

"Unauthorized alteration or addition to any plans, specifications or reports bearing a Licensed Professional Engineer's seal is a violation of Section 7209, subdivision 2, of the New York State Education Law".

NORTH ARROW

DETAIL NUMBER

DRAWING REF NUMBER

DETAIL NUMBER

DRAWING REF NUMBER

DETAIL NUMBER

DRAWING REF NUMBER

DETAIL NUMBER

DRAWING REF NUMBER

VIEWING

DIRECTION

VIEWING

DIRECTION

VIEW TITLE

BUILDING/WALL SECTION CUT

ELEVATION

DETAIL SECTION CUT

DETAIL CALLOUT

DRAWING SYMBOLS

SCALE: X" = 1'-0"

DETAIL TITLEXX

XXXXX

DRAWING LIST

DRAWING NUMBER DRAWING TITLE

GENERAL

T-1 VA APPROVAL SHEET

GI001 TITLE SHEET AND DRAWING INDEX

GC101 PROJECT PHASING PLAN

GC102 PROJECT PHASING PLAN

GC201 PROJECT PHASING PLAN ELEVATION

GC401 PROJECT PHASING ENLARGED PLAN

CIVIL

C-001 CIVIL NOTES AND LEGENDS

CD101 CIVIL DEMOLITION PLAN

CU101 CIVIL UTILITY PLAN

CU501 CIVIL UTILITY DETAILS

CS101 CIVIL SITE AND GRADING PLAN

CS102 CIVIL PLAN AND PROFILE

CS501 CIVIL SITE DETAILS

STRUCTURAL

S-001 STRUCTURAL NOTES AND LEGENDS

SB101 STRUCTURAL SITE PLAN

SB102 ENLARGED FOUNDATION PLAN

SB301 STRUCTURAL FOUNDATION SECTIONS

SB302 STRUCTURAL SECTIONS

SB501 STRUCTURAL DETAILS

PROCESS

DI001 PROCESS NOTES AND LEGENDS

DI601 FUEL OIL SYSTEM P&ID

MECHANICAL

M-001 MECHANICAL NOTES AND LEGENDS

MD101 MECHANICAL DEMOLITION PLAN

MP101 MECHANICAL PIPING PLAN - INTERIOR

MP102 MECHANICAL PIPING PLAN - EXTERIOR

MP201 MECHANICAL PIPING ELEVATIONS - INTERIOR

MP202 MECHANICAL ELEVATIONS - EXTERIOR

MP203 MECHANICAL ELEVATIONS - EXTERIOR

MP501 MECHANICAL PIPING DETAILS

ELECTRICAL

E-001 ELECTRICAL NOTES AND LEGENDS

ED101 ELECTRICAL INTERIOR DEMOLITION PLAN

E-501 ELECTRICAL DETAIL

E-601 ELECTRICAL EQUIPMENT SCHEDULES

E-602 ELECTRICAL EQUIPMENT SCHEDULES

ES101 ELECTRICAL SITE PLAN

ES401 ELECTRICAL SITE PLAN ENLARGED

EP101 ELECTRICAL POWER PLAN

EP201 ELECTRICAL POWER PLAN ELEVATION

EG101 ELECTRICAL GROUNDING PLAN

10/21/2019

MSNRY. BUILDING

NO. 12

FFE ±781.00

MSNRY. BLDG.

NO. 11

FFE ±786.00

MASONRYBUILDING

MSNRY. BLDG.

NO. 13

BUSHWOOD LANE

MSNRY. BLDG.

NO. 11

FFE ±786.00

MSNRY. BLDG. NO. 16

EXISTING 4' x 2' CONCRETE BARRIER

EXISTING 1000 GALLON ABOVEGROUND STORAGE TANK

TEMPORARY 16,000

GALLON FRAC TANK

46.00'

8.0 0'

EXISTING PUMP SKID

TEMPORARY PUMP

SKID LOCATION WITHIN

EXISTING BUILDING

GC201

TEMPORARY 16,000

GALLON FRAC TANK

GC201

7' CHAIN LINK CONSTRUCTION FENCE

WITH PRIVACY SLATS

MODULAR COLLAPSIBLE

TEMPORARY SPILL

CONTAINMENT BERM,

REINFORCED GEOMEMBRANE

8" MINIMUM HEIGHT

MODULAR COLLAPSIBLE

TEMPORARY SPILL

CONTAINMENT BERM,

REINFORCED GEOMEMBRANE

8" MINIMUM HEIGHT

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORDCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

PROJECT PHASING PLAN 100% CONSTRUCTION

DOCUMENT

NON-SPRINKLERED

FUEL LINE AND TANK REPLACEMENT

CANANDAIGUA VAMC

400 FORT HILL AVE

CANANDAIGUA, NY 14424

2019-10-21

GC101

SITE

585A5-19-505

SBV VAR

REV 0 100% CONSTRUCTION DOCUMENT 2019-10-21

SCALE: 1"=20'

SITE PHASE 1,2 & 3 PLAN

KEYPLAN

B10

B16

B12 B11

B13

GENERAL NOTES

1. THE EXISTING PUMP SKID WILL BE USED AS A TEMPORARY PUMP

THROUGHOUT THE PERIOD OF CONSTRUCTION. THE EXISTING PUMP SKID

WILL BE MOVED TO A TEMPORARY LOCATION BEFORE CONSTRUCTION SO

THE NEW PUMPS CAN BE INSTALLED IN THE ORIGINAL LOCATION.

2. TRANSFER EXISTING FUEL OIL CONTAINED IN THE 75,000 GALLON ABOVE

GROUND TANKS, DURING PHASING TO MINIMIZE THE PURCHASE OF MORE

FUEL OIL.

3. CONTRACTOR SHALL PROVIDE TEMPORARY BERM LAYOUT AND MATERIAL

TO COR FOR APPROVAL. BERMS SHALL BE INSTALLED THROUGHOUT THE

PERIOD OF CONSTRUCTION.

PHASING NOTES

PHASE 1: PLACE THREE TEMPORARY 16,000 GALLON FRAC TANKS. THESE

TANKS WILL CONTAIN AN EMERGENCY TEN DAY SUPPLY OF NO 2 FUEL OIL

THROUGHOUT THE PERIOD OF CONSTRUCTION. PLACE ONE FRAC TANK TO

THE NORTHWEST OF BUILDING 12 AS SHOWN ON THIS DRAWING.

COORDINATE THE PLACEMENT OF THE OTHER TWO FRAC TANKS WITH THE

COR. THIS PHASE ALSO INCLUDES INSTALLING SUPPLY AND RETURN

PIPING FROM THE FRAC TANKS TO THE TEMPORARY PUMP TIE-IN POINT IN

BUILDING 12. INSTALL TEMPORARY SPILL CONTANMENT BERMS UNDER

TEMPORARY TANKS AND PIPING. SEE GC201 FOR TEMPORARY OIL SUPPLY

ELEVATION.

PHASE 2: MOVE THE EXISTING PUMP SKID TO THE TEMPORARY LOCATION

INSIDE BUILDING 12. DISCONNECT THE PUMP FROM THE 1000 GALLON

ABOVEGROUND STORAGE TANK AND RECONNECT IT TO THE TEMPORARY

FRAC TANK INSTALLED IN PHASE 1. INSTALL A TEE IN THE SUPPLY AND

RETURN PIPING TO THE BOILER BURNERS AND CONNECT THE TEMPORARY

PUMP. SEE GC401 FOR TEMPORARY PIPING. REMOVE THE 1000 GALLON

AST.

PHASE 3: DEMOLITION OF EXISTING TANKS, FOUNDATION, AND CONCRETE

PAD. INSTALL CONSTRUCTION FENCE IN LOCATION SHOWN ON DRAWING

BEFORE STARTING DEMOLITION.

LEGEND

GRASS

CONCRETE

GRAVEL

MSNRY. BUILDING

NO. 12

FFE ±781.00

MASONRYBUILDING

MSNRY. BLDG.

NO. 13

BUSHWOOD LANE

GRASS

ASPHALT

GSA VEHICLEPARKING ONLY

GUARDPOSTS (TYP)

RIM=789.84'

GUIDE POSTS

MSNRY. BLDG.

NO. 11

FFE ±786.00

MSNRY. BLDG. NO. 16

792'

793' 792'

790' 787'

789'

788'

789'

VENT

CONC. RAMP CO

. W

X X X

GC201

TEMPORARY 16,000

GALLON FRAC TANK

46.00'

8.0 0'

TEMPORARY 16,000

GALLON FRAC TANK

7' CHAIN LINK CONSTRUCTION FENCE

WITH PRIVACY SLATS

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORDCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

PROJECT PHASING PLAN 100% CONSTRUCTION

DOCUMENT

NON-SPRINKLERED

FUEL LINE AND TANK REPLACEMENT

CANANDAIGUA VAMC

400 FORT HILL AVE

CANANDAIGUA, NY 14424

2019-10-21

GC102

SITE

585A5-19-505

SBV VAR

REV 0 100% CONSTRUCTION DOCUMENT 2019-10-21

SCALE: 1"=20'

SITE PHASE 4 & 5 PLAN1

KEYPLAN

B10

B16

B12 B11

B13

GENERAL NOTES

1. THE EXISTING PUMP SKID WILL BE USED AS A TEMPORARY PUMP

THROUGHOUT THE PERIOD OF CONSTRUCTION. THE EXISTING PUMP SKID

WILL BE MOVED TO A TEMPORARY LOCATION BEFORE CONSTRUCTION SO

THE NEW PUMPS CAN BE INSTALLED IN THE ORIGINAL LOCATION.

2 PHASE INSTALLATION OF TUNNEL AND PIPING TO ALLOW FOR VEHICLE

ACCESS TO THE EAST SIDE OF THE CONSTRUCTION AREA AT ALL TIMES.

PHASING NOTES

1. PHASE 4: INSTALLATION AND TESTING OF NEW TANK, TUNNEL, PIPING, AND

PUMP SKID. THIS PHASE INCLUDES THE NEW TANK SKID TIE-IN TO THE

TEES INSTALLED IN PHASE 2. SEE MECHANICAL DRAWINGS FOR NEW SKID

PIPING.

2. PHASE 5: REMOVE THE TEMPORARY FRAC TANKS, TEMPORARY PUMP SKID,

AND ASSOCIATED PIPING. REMOVE CONSTRUCTION FENCE.

LEGEND

GRASS

CONCRETE

GRAVEL

OIL RETURN 2"

THREADED STEEL PIPE

OIL SUPPLY 2"

THREADED STEEL PIPE

CONCRETE JERSEY BARRIER 10' LONG x 24" WIDE x

32" HIGH, APPROXIMATE WEIGHT: 4,000 LBS WITH

CAST-IN SPHERICAL HEAD LIFT ANCHOR (TYP)

OIL SUPPLY & RETURN

LINES TO BE CONNECTED

BACK TO FRAC TANK

GC201

10'-0" MAX BETWEEN SUPPORTS

3" FILL LINE

3" BALL VALVE

3" PIPE NIPPLE

3" CAP

LOW POINT

DRAIN

3"x2" THREADED TEE

MODULAR COLLAPSIBLE

TEMPORARY SPILL

CONTAINMENT BERM,

REINFORCED GEOMEMBRANE

8" MINIMUM HEIGHT

LOW POINT

DRAIN

4" BUTTERFLY VALVE

(SUPPLIED WITH FRAC TANK)

4x2 REDUCER

4" FLANGE

MODULAR COLLAPSIBLE

TEMPORARY SPILL

CONTAINMENT BERM,

REINFORCED GEOMEMBRANE

8" MINIMUM HEIGHT

1'- 6"

2'-0"

90° FITTING

(TYP) U-BOLT

(TYP)

CONCRETE

JERSEY BARRIER

1 5/8" METAL FRAMING

SYSTEM CHANNEL

4 HOLE, 90°

FITTING, TYP

BUILDING

METAL FRAME

SECTION A-A

MODULAR COLLAPSIBLE

TEMPORARY SPILL

CONTAINMENT BERM,

REINFORCED GEOMEMBRANE

8" MINIMUM HEIGHT

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORDCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

PROJECT PHASING PLAN

ELEVATION

100% CONSTRUCTION

DOCUMENT

NON-SPRINKLERED

FUEL LINE AND TANK REPLACEMENT

CANANDAIGUA VAMC

400 FORT HILL AVE

CANANDAIGUA, NY 14424

2019-10-21

GC201

SITE

585A5-19-505

SBV CJR

REV 0 100% CONSTRUCTION DOCUMENT 2019-10-21

KEYPLAN

B10

B16

B12 B11

B13

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

TEMPORARY OIL SUPPLY ELEVATION BUILDING 121

GC101

GC102

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

TEMPORARY OIL RETURN2

GC101

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

TEMPORARY OIL SUPPLY3

GC101

GENERAL NOTES

1. CONCRETE JERSEY BARRIERS ARE TO BE PURCHASED AND TURNED OVER

TO CANANDAIGUA VAMC UPON COMPLETION OF PROJECT.

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

TEMPORARY OIL SUPPLY SECTION5

GC201

BURNERS FOR FOR FOR FOR

FOS FOS FOS FOS

FOSFOSFOSFOSFOSFOS

FOR FOR FOR FOR FOR FOR FOR FOR FOR

FOSFOSFOSFOSFOSFOSFOSFOSFOS

FOR

FORFORFORFORFORFORFORFORFORFORFORFOR

FORMER LOCATION

OF SKID

TO TEMPORARY

TANK

TEMPORARY

PUMP SKID FOS

12"

MAXIMUM

CONDENSATE

VACUUM PUMP

1 1

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORDCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

PROJECT PHASING ENLARGED

PLAN

100% CONSTRUCTION

DOCUMENT

NON-SPRINKLERED

FUEL LINE AND TANK REPLACEMENT

CANANDAIGUA VAMC

400 FORT HILL AVE

CANANDAIGUA, NY 14424

2019-10-21

GC401

B12

585A5-19-505

SBV DGA

REV 0 100% CONSTRUCTION DOCUMENT 2019-10-21

KEYPLAN

B10

B16

B12 B11

B13

SCALE: 1" = 1'-0"

MECHANICAL PIPING FLOOR PLAN1N

GENERAL NOTES

1. SEE M-001 FOR M-SERIES GENERAL NOTES AND LEGENDS.

2. SEE DI601 FOR P&ID.

3. THE EXISTING PUMP SKID WILL BE RELOCATED WITHIN BUILDING 12

FOR USE AS A TEMPORARY PUMP THROUGHOUT THE PERIOD OF

CONSTRUCTION. SEE GC101 AND GC102 FOR PHASING PLAN. THE

PUMP SKID IS PLACED IN THE LOCATION SHOWN ON THIS DRAWING

DURING PHASE 2.

KEYED NOTES

1. THE PUMP SKID IS CONNECTED TO THE BURNER SUPPLY AND RETURN

PIPE AT A TEE TO ALLOW FOR THE NEW PUMP SKID TO BE INSTALLED

WITHOUT DISCONNECTING THE TEMPORARY PUMP. LOCATE MANUAL

VALVES NEAR THE TEE TO ALLOW FOR SWITCHING BETWEEN THE

TEMPORARY PUMP SKID AND NEW PUMP SKID.

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORDCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

CIVIL NOTES AND LEGENDS 100% CONSTRUCTION

DOCUMENT

NON-SPRINKLERED

FUEL LINE AND TANK REPLACEMENT

CANANDAIGUA VAMC

400 FORT HILL AVE

CANANDAIGUA, NY 14424

2019-10-21 C-001

SITE

585A5-19-505

SBV CJR

GENERAL NOTES:

1. CONTRACTOR SHALL MAINTAIN THE WORK SITE IN AN ORDERLY CONDITION AND PROVIDE FOR REGULAR CLEAN UP OF THE

CONSTRUCTION AREA ON A DAILY BASIS.

2. UPON COMPLETION OF ALL WORK, CONTRACTOR SHALL REMOVE ANY TEMPORARY FACILITIES, EQUIPMENT, SURPLUS MATERIAL AND

SUPPLIES. FINAL CLEANUP SHALL LEAVE THE SITE IN AN ORDERLY CONDITION.

3. PERFORM ALL EXCAVATION IN ACCORDANCE WITH OSHA "CONSTRUCTION STANDARDS FOR TRENCHING AND EXCAVATION, 29 CFR, PART 1926, SUBPART P" GUIDELINES AND SITE PROCEDURES.

4. CONTRACTOR IS RESPONSIBLE TO VERIFY ALL SITE, FIELD AND BUILDING CONDITIONS PRIOR TO SUBMITTING BIDS AND COMMENCING

WORK. IF THERE ARE ANY DISCREPANCIES BETWEEN DRAWINGS AND FIELD CONDITIONS, NOTIFY THE COR AND REQUEST

CLARIFICATION.

5. THE LOCATIONS AND DEPTHS OF EXISTING UNDERGROUND UTILITIES AS SHOWN ON PLANS ARE APPROXIMATE. OTHER UNDERGROUND UTILITIES NOT SHOWN MAY BE ENCOUNTERED. THE CONTRACTOR SHALL PERFORM TEST PITS TO VERIFY THE LOCATION AND ELEVATION OF UTILITIES AT INTERCONNECTIONS AND CROSSINGS AS SHOWN, DIRECTED OR REQUIRED. THE CONTRACTOR SHALL EXCAVATE IN ADVANCE OF THE UTILITY WORK AND EXPOSE ALL EXISTING UNDERGROUND UTILITIES TO PREVENT DAMAGE DURING CONSTRUCTION AND TO DETERMINE REQUIRED CHANGES IN GRADE NECESSARY TO INSTALL THE

UTILITIES TO AVOID CONFLICTS.

6. ALL SAW CUTS ARE TO BE FULL DEPTH. CONTRACTOR TO MATCH PAVEMENT WITH EXISTING OR AS NOTED.

7. THE CONTRACTOR SHALL BE PRESENT AND ASSIST IN THE FINAL WALK INSPECTION. THE CONTRACTOR SHALL PROVIDE SUFFICIENT

PERSONNEL AND EQUIPMENT TO DEMONSTRATE TO THE COR THAT ALL UTILITIES OPERATE AS REQUIRED.

8. NO HOLES, TRENCHES OR STRUCTURES SHALL BE LEFT OPEN OVERNIGHT IN ANY EXCAVATION.

9. UNDERGROUND UTILITY LOCATIONS HAVE BEEN APPROXIMATED FROM AVAILABLE RECORD PLAN DRAWINGS.

10. CONTRACTOR TO FIELD VERIFY LOCATIONS OF ALL SUBSURFACE UTILITIES PRIOR TO CONSTRUCTION.THIS WORK CANNOT BE DONE

THROUGH 811 AS THEY DO NOT DO MARKINGS ON FEDERAL PROPERTY, BUT MUST BE DONE BY AN INDEPENDENT MARKING AGENCY

SECURED BY THE CONTRACTOR.

11. OTHER INACTIVE UTILITY LINES MAY BE ENCOUNTERED DURING EXCAVATION. NOTIFY COR IF ANY UTILITY LINES ARE UNCOVERED

THAT ARE NOT IDENTIFIED ON DRAWINGS.

12. THE PLANS SHOW SUBSURFACE STRUCTURES, ABOVE GROUND STRUCTURES AND/OR UTILITIES FROM FIELD LOCATION AND RECORD MAPPING, EXACT LOCATION OF WHICH MAY VARY FROM THE LOCATIONS INDICATED. IN PARTICULAR, THE CONTRACTOR IS WARNED THAT THE EXACT OR EVEN APPROXIMATE LOCATION OF SUCH PIPELINES, SUBSURFACE STRUCTURES AND/OR UTILITIES IN THE AREA MAY BE DIFFERENT FROM THAT SHOWN OR MAY NOT BE SHOWN AND IT IS HIS RESPONSIBILITY TO PROCEED WITH GREAT CARE IN

EXECUTING ANY WORK.

13. THE CONTRACTOR SHALL LOCATE, MARK, SAFEGUARD, AND PRESERVE ALL SURVEY CONTROL MONUMENTS IN THE AREAS OF

CONSTRUCTION.

14. THE PROPERTY LINES AND RIGHT-OF-WAY LINES SHOWN ON THE PLANS ARE FOR INFORMATION ONLY, AND NO WARRANTY IS MADE

AS TO THEIR CORRECTNESS.

15. THE CONTRACTOR SHALL MAINTAIN IN SERVICE ALL EXISTING SEWERS, CULVERTS, DITCHES, MANHOLES, AND CATCH BASINS DURING

CONSTRUCTION.

16. CONSTRUCTION STAKEOUT: THE CONTRACTOR IS RESPONSIBLE FOR ALL CONSTRUCTION STAKEOUT.

17. TRAFFIC SHALL BE MAINTAINED THROUGHOUT CONSTRUCTION. INGRESS AND EGRESS TO DRIVEWAYS, PARKING LOTS, AND SERVICE

ROADS SHALL BE CONTINUOUSLY MAINTAINED THROUGHOUT THE PERIOD OF CONSTRUCTION, TO THE EXTENT DELINEATED ON THE

PHASING DRAWINGS.

18. THE CONTRACTOR SHALL TAKE CARE TO PREVENT DAMAGE TO EXISTING UTILITIES. DAMAGED UTILITIES SHALL BE IMMEDIATELY

REPAIRED BY THE CONTRACTOR AT THE CONTRACTOR'S EXPENSE.

19. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING AND INCURRING THE COST OF ALL REQUIRED PERMITS, INSPECTIONS, CERTIFICATES, ETC. AND SHALL COMPLY WITH ALL REQUIRED PERMITS.

20. ALL WORK SHALL BE DONE IN STRICT COMPLIANCE WITH ALL APPLICABLE NATIONAL AND STATE CODES, STANDARDS, ORDINANCES, RULES, AND REGULATIONS.

21. MISCELLANEOUS WORK NOT SPECIFICALLY SHOWN ON THE CONTRACT DRAWINGS SUCH AS PATCHING, BLOCKING, TRIMMING, ETC.

SHALL BE PERFORMED AS REQUIRED TO MAKE THE WORK COMPLETE.

22. IT IS THE CONTRACTOR'S RESPONSIBILITY TO EXAMINE ALL PLAN SHEETS AND COORDINATE WORK WITH ALL OTHER CONTRACTS FOR

THE SITE.

23. THE CONTRACTING OFFICER AND CONTRACTING OFFICER'S REPRESENTATIVE SHALL BE NOTIFIED, IN WRITING, OF ANY CONDITIONS THAT VARY FROM THOSE SHOWN ON THE PLANS. THE CONTRACTOR'S WORK SHALL NOT VARY FROM THE PLANS WITHOUT PRIOR

WRITTEN APPROVAL OF THE CONTRACTING 0FFICER.

24. THE CONTRACTOR SHALL RESTORE LAWNS, DRIVEWAYS, CULVERTS, SIGNS, AND OTHER PUBLIC OR PRIVATE PROPERTY DAMAGED OR REMOVED TO AT LEAST AS GOOD A CONDITION AS BEFORE BEING DISTURBED AS DETERMINED BY COR. ANY DAMAGED TREES, SHRUBS, AND/OR HEDGES SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE.

25. UNSUITABLE MATERIALS SHALL BE REMOVED FROM THE SITE AND PROPERLY DISPOSED.

PIPING NOTES:

1. ALL CONSTRUCTION SPECIFICATIONS SHALL APPLY. NO DEVIATION FROM THE SPECIFICATION WILL BE ALLOWED WITHOUT WRITTEN

APPROVAL FROM THE COR.

2. ALL MATERIALS SHALL BE NEW AND IN FIRST CLASS CONDITION. THEY SHALL BE OF THE TYPE SPECIFIED AND NO SUBSTITUTIONS

WILL BE PERMITTED WITHOUT EXPRESSED WRITTEN APPROVAL OF THE COR.

3. EVERY PRECAUTION SHALL BE TAKEN TO PREVENT FOREIGN MATERIAL FROM ENTERING THE PIPE WHILE IT IS BEING PLACED IN THE

LINE. ANY FOREIGN MATERIAL SO ENTERING IS TO BE IMMEDIATELY REMOVED FROM EACH LENGTH LAID. DURING LAYING OPERATION, NO DEBRIS, TOOLS, CLOTHING OR OTHER MATERIALS SHALL BE LEFT IN THE PIPE. AT TIMES WHEN PIPE LAYING IS NOT IN PROGRESS, THE OPEN ENDS OF THE PIPE SHALL BE CLOSED BY A WATERTIGHT PLUG, OR BY OTHER MEANS AS APPROVED BY THE COR. IF WATER IS IN THE TRENCH, THE SEAL SHALL REMAIN IN PLACE UNTIL THE TRENCH IS PUMPED COMPLETELY DRY.

BACKFILLING:

1. BACKFILL FREE FROM ROCK OR BOULDERS SHALL BE DEPOSITED IN THE TRENCH SIMULTANEOUSLY ON BOTH SIDES OF THE PIPE FOR

THE FULL WIDTH OF THE TRENCH TO AN ELEVATION OF AT LEAST TWELVE INCHES OVER THE TOP OF THE PIPE. ALL THE ABOVE

BACKFILL SHALL BE WELL TAMPED, IN 6" LAYERS.

2. BACKFILL MORE THAN TWELVE INCHES ABOVE THE PIPE SHALL CONTAIN NO LUMPS OR PIECES LARGER THAN EIGHT INCHES IN GREATEST DIMENSION AND SHALL BE FREE OF BRUSH OR OTHER MATERIAL WHICH MIGHT CAUSE SUBSEQUENT SETTLING. BACKFILL UNDER PROPOSED CONCRETE OR BITUMINOUS PAVEMENT, SHALL BE THOROUGHLY TAMPED BY MECHANICAL MEANS, IN SIX INCH LAYERS. ALL OTHER BACKFILL MAY BE LEFT NEATLY ROUNDED OVER THE TRENCH TO A SUFFICIENT HEIGHT TO ALLOW FOR

SETTLEMENT TO GRADE AFTER CONSOLIDATION.

3. BACKFILLING SHALL NOT BE DONE IN FREEZING WEATHER EXCEPT BY WRITTEN PERMISSION OF THE COR. NO BACKFILL SHALL BE MADE WITH FROZEN MATERIALS NOR SHALL A BACKFILL BE MADE WHEN THE MATERIAL IN THE TRENCH IS ALREADY FROZEN.

4. WHERE THE TYPE OF BACKFILL MATERIALS IS NOT INDICATED ON THE DRAWINGS OR SPECIFIED, THE CONTRACTOR MAY BACKFILL WITH THE EXCAVATED MATERIAL, PROVIDED THAT SUCH MATERIALS CONSISTS OF SAND, GRAVEL, OR OTHER MATERIALS WHICH, IN THE OPINION OF THE COR, ARE SUITABLE FOR BACKFILLING. THE USE OF SOIL CONTAINING EXPANSIVE CLAY IS NOT PERMITTED.

5. WHERE BACKFILLING OVER THE TAMPED LAYER IS DONE BY BUCKET, THE BUCKET SHALL BE LOWERED TO PREVENT SHOCK OR POSSIBLE INJURY TO THE PIPE. EXCESS EXCAVATED MATERIALS SHALL BE DISPOSED OF BY THE CONTRACTOR, AFTER OBTAINING

APPROVAL OF THE COR.

EROSION CONTROL:

1. PRIOR TO CONSTRUCTION, ALL SEDIMENT BARRIERS SHALL BE INSTALLED IN ACCORDANCE WITH THE SPECIFICATIONS.

2. ALL WATERWAYS AND STORM INLETS SHALL BE PROTECTED IN ACCORDANCE WITH NYS STANDARDS AND SPECIFICATIONS FOR

EROSION AND SEDIMENT CONTROL.

3. ALL SEDIMENT AND EROSION CONTROL MEASURES SHALL BE REMOVED AT PROJECT COMPLETION BY CONTRACTOR.

LEGEND

GRASS

ASPHALT

CONCRETE

GENERAL LINETYPES

GASG

SANITARY SEWERSA

COMMUNICATIONSCOMM

STORM WATERST

W WATER

UGE UNDERGROUND ELECTRIC

SIGN

BUILDING

CIVIL LEGEND

POINT OF CONNECTION BETWEEN NEW AND EXISTING WORK

LIMIT OF DEMOLITION

POST-INDICATOR VALVE

STORM MANHOLE

VALVE IN VALVE BOX

CATCH BASIN

FIRE HYDRANT

ABBREVIATIONS

ARCH ARCHITECTURAL

BC BOTTOM OF CURB

CB CATCH BASIN

CI CAST IRON

CONC CONCRETE

DI DUCTILE IRON

ELEC ELECTRICAL

ELEV ELEVATION

EX EXISTING

FF FINISHED FLOOR

GR GRAVITY RETURNS

HDPE HIGH DENSITY POLYETHYLENE

HPS HIGH PRESSURE STEAM

HYD HYDRANT

INV INVERT

MH MANHOLE

MIN MINIMUM

PVC POLYVINYL CHLORIDE

PIV POST INDICATOR VALVE

SAN SANITARY

ST STORM

SW SIDEWALK

SWR SEWER

TC TOP OF CURB

TYP TYPICAL

VIF VERIFY IN FIELD

VTP VITRIFIED TILE PIPE

VVB VALVE IN VALVE BOX

WATR WATER

BOLLARD/POST

ANTENNA

LINE/OBJECT TO BE REMOVED

OBJECT TO BE REMOVED

DEMOLITION EXTENTS

TRENCHING NOTES:

1. FOUNDATION: WHERE THE TRENCH BOTTOM IS UNSTABLE, THE CONTRACTOR SHALL

EXCAVATE TO A DEPTH REQUIRED BY THE ENGINEER AND REPLACE WITH A FOUNDATION OF

CLASS I OR II MATERIAL AS DEFINED IN ASTM D2321, "STANDARD PRACTICE FOR INSTALLATION

OF THERMOPLASTIC PIPE FOR SEWERS AND OTHER GRAVITY-FLOW APPLICATIONS," LATEST

EDITION; AS AN ALTERNATIVE AND AT THE DISCRETION OF THE ENGINEER, THE TRENCH

BOTTOM MAY BE STABILIZED USING A WOVEN GEOTEXTILE FABRIC.

2. BEDDING: SUITABLE MATERIAL SHALL BE CLASS I, II AND INSTALLED AS REQUIRED IN ASTM

D2321, LATEST EDITION.

3. HAUNCHING AND INITIAL BACKFILL: SUITABLE MATERIAL SHALL BE CLASS I, II AND INSTALLED

AS REQUIRED IN ASTM D2321, LATEST EDITION.

4. MINIMUM COVER: MINIMUM RECOMMENDED DEPTHS OF COVER IS 12". UNLESS OTHERWISE

NOTED, DIMENSIONS ARE TAKEN FROM THE TOP OF PIPE TO THE GROUND SURFACE.

5. BURY DETECTION WIRE IN ACCORDANCE WITH VA EARTHWORK SPECIFICATION 31-20-00

GRAVEL

FUEL OIL SUCTION SUPPLY LINE

FUEL OIL RETURN LINE

X FENCE

REV 0 100% CONSTRUCTION DOCUMENT 2019-10-21

SHRUBS

PUMP STATION

ELECTRICAL MANHOLE

SANITARY MANHOLE

FIRE HYDRANT

LIGHT POLE

FOS

FOR

MANHOLE COVER

10/22/2019

HPS

W W

UGE

STSTSTSTSTSTSTST

SASA

AHPS

W W

SA SA

EX 12" STORM

EX SAN

EX 12" STORM

EX 8" WATER

EX 15" STORM

EX 8" W

ATER

EX SAN

EX 16" STORMEX SAN

X X

XXXXXX

X X

X X X X X X

X X

EDGE OF GRAVEL

BOLLARDS

FENCE

DEMOLISH 4" CURB

DEMOLISH 4' HIGH CONCRETE CONTAINMENT AND LINER

DEMOLISH 6' HIGH CHAIN LINK FENCE WITH RAZOR WIRE

DEMOLISH UNDERGROUND FUEL LINE - APPROX 50'

DEMOLISH CONCRETE MANHOLE - GROUTED SHUT

DEMOLISH 4" CURB

.7'

4.6'

.7'

.0'

77.0'

.6'

8.3'

.1'

DEMOLISH METAL

STAIRS AND WALK

TO TOP OF TANK

89.0'

DEMOLISH CONCRETE PAD

AND FOUNDATION

DEMOLISH CONCRETE PAD

DEMOLISH ABOVE GROUND FUEL TANK

(TYP)

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORDCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

CIVIL DEMOLITION PLAN 100% CONSTRUCTION

DOCUMENT

NON-SPRINKLERED

FUEL LINE AND TANK REPLACEMENT

CANANDAIGUA VAMC

400 FORT HILL AVE

CANANDAIGUA, NY 14424

2019-10-21

CD101

SITE

585A5-19-505

SBV VAR

REV 0 100% CONSTRUCTION DOCUMENT 2019-10-21

SCALE: 1" = 10'

CIVIL DEMOLITION PLAN1

KEYPLAN

B10

B16

B12 B11

B13

GENERAL NOTES

1. SEE C-001 FOR C-SERIES NOTES AND LEGENDS.

2. CONTRACTOR SHALL REMOVE AND DISPOSE OF REMAINING FUEL OIL

AND SLUDGE BEFORE DEMOLITION OF TANKS AND CONTAINMENT.

3. DEMOLITION SHALL BE IN ACCORDANCE WITH ALL REGULATIONS

REQUIRED FOR TANK REMOVAL.

KEYED NOTES

1. DEMOLITION INCLUDES TANK MOUNTED LIGHTS ON EACH TANK.

2. FUEL TANKS ARE TWO (2) VERTICAL 75,000 GALLON TANKS CONTAINING

#2 FUEL OIL

HPS

W W

UGE

STSTSTSTSTSTSTST

SASA

AHPS

W W

SA SA

EX 12" STORM

EX SAN

EX 12" STORM

EX 8" WATER

EX 15" STORM

EX 8" W

ATER

EX SAN

EX 16" STORMEX SAN

HPS

W W

UGE

STSTSTSTSTSTSTST

SASA

AHPS

W W

SA SA

EX 12" STORM

EX SAN

EX 12" STORM

EX 8" WATER

EX 15" STORM

EX 8" W

ATER

EX SAN

EX 16" STORMEX SAN

XXXXX

X X X X X X

MSNRY. BUILDING

NO. 12

FFE ±781.00

VENT

CONC. RAMP

. W

CU501

FOS

FOR

EXT-PMP-230

TRENCH DRAIN (TYP)

OIL/WATER SEPARATOR

SLOPE

MANHOLE FRAME AND COVER

EXT-PMP-240

EX SANMH

RIM: 779.0

EX INV S: 774.7

NEW INV E: 775.5

50,000 GALLON TANK

SLOPE

4.6 7'

MIN

32.2'

2.8'

34.2'

38.3'

.4'

CS501

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORDCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

CIVIL UTILITY PLAN 100% CONSTRUCTION

DOCUMENT

NON-SPRINKLERED

FUEL LINE AND TANK REPLACEMENT

CANANDAIGUA VAMC

400 FORT HILL AVE

CANANDAIGUA, NY 14424

2019-10-21

CU101

SITE

585A5-19-505

SBV VAR

REV 0 100% CONSTRUCTION DOCUMENT 2019-10-21

SCALE: 1" = 10'

CIVIL UTILITIES PLAN1

KEYPLAN

B10

B16

B12 B11

B13

GENERAL NOTES

1. SEE C-001 FOR C-SERIES NOTES AND LEGENDS.

KEYED NOTES

1 LIGHT POLE FOUNDATION (TYP 4). SEE ELECTRICAL AND STRUCTURAL

DRAWINGS FOR FOUNDATION AND WIRING.

REMOVABLE COVER

2" FUEL OIL SUPPLY

PLAN

ASPHALT JOINT

A A

SECTION A-A

56"

MIN

8" MI

CAST IN PLACE TOOTHED ANCHOR

CHANNELS WITH 5/8" DIA TOOTHED

T-BOLTS AND (3) WELDED "I" ANCHORS,

HOT-DIPPED GALVANIZED

4.5" DIA (TYP)

1 5/8" METAL FRAMING SYSTEM CHANNEL

(TYP)

ELECTRICAL CONDUIT (TYP)

SEE ELECTRICAL DRAWINGS

FOR ADDITIONAL INFORMATION

1.5" CALCIUM SILICATE

INSULATION W/

ALUMINUM JACKET

(TYP)

2" FUEL OIL RETURN

PIPE SUPPORT (TYP)

PIPE SADDLE (TYP)

1 5/8" METAL FRAMING SYSTEM POST

BACK-TO-BACK STRUT CHANNEL

2" FUEL OIL SUPPLY 4" CONTAINMENT PIPE

PIPE INSULATION

2" FUEL OIL RETURN

ELECTRICAL CONDUIT

NOTE:

1. FOR DESIGN OF CONCRETE UTILITY TUNNEL, REFER TO STRUCTURAL DRAWINGS.

90° FITTING

MIN WORKING LOAD: 500LB (TYP)

FLOOR MOUNT POST BASE

ANCHOR WITH ONE 1/2" DIA ASTM THREADED ROD

WITH EPOXY ADHESIVE, 4 1/2" EMBEDMENT.

INSTALL PER MANUFACTURER'S INSTRUCTIONS.

1 5/8" METAL FRAMING SYSTEM POST

BACK-TO-BACK STRUT CHANNEL

1 5/8" METAL FRAMING SYSTEM CHANNEL

(TYP)

MIN

1.5

1.5"

MIN

1.5

1.5"

MIN

FLOW

SHUTOFF

FLOAT VALVE

FLOW

REPLACEMENT MEDIA

ACCESS HATCH

ORFICE

FRAME AND COVER

(VENTED TYP)

ORIENT TANGENTIAL INLET

PIPE TO FIT SITE LAYOUT

GROUT (TYP)

ACCESS HATCH

ORIENT RADIAL

OUTLET PIPE TO

FIT SITE LAYOUT

48"

V2B1 SEDIMENT SYSTEM

ESK KOALA SYSTEM

COMPACTED GRANULAR

SUB-BASE MATERIAL

FINISHED

GRADE

FINISHED

GRADE

4' MIN

NOTES:

1. MATCH EXISTING INVERTS FOR INSTALLATION. CONTRACTOR TO VERIFY.

2. UNITS TO BE RATED TO H20 LOADING.

PLAN

SECTION A-A

NOTES:

1. IT IS NECESSARY TO ENSURE MINIMUM DIMENSIONS SHOWN ARE SUITABLE FOR EXISTING GROUND CONDITIONS.

2. MINIMUM CONCRETE STRENGTH OF 4,000 PSI IS REQUIRED. CONCRETE SHOULD BE VIBRATED TO ELIMINATE AIR POCKETS.

3. EXPANSION AND CONTRACTION CONTROL JOINTS AND REINFORCEMENT ARE REQUIRED TO PROTECT CHANNEL AND CONCRETE

SURROUND.

4. THE FINISHED LEVEL OF THE CONCRETE SURROUND MUST BE APPROX. 1/8" ABOVE THE TOP OF THE CHANNEL EDGE.

5. CONCRETE BASE THICKNESS SHOULD MATCH SLAB THICKNESS.

6. THE SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS AND RECOMMENDATIONS.

EXPANSION JOINT

SEE NOTE 3

PAVEMENT PER

DESIGN DOCUMENTS

SEE NOTE 4

1/8

INV LINE

NO. 1 CRUSHED

STONE

1.5

6" M

" M

12" 12"

NO.2 STONE COMPACTED

TO 95% LIFT OF 12"

INSTALL PUMP STAND UNDER PUMP

TO PROVIDE A SETTLING BASIN

NEMA 6P ENCLOSURE

UNION AND CHECK VALVE

1 1/2" SCH40 PVC DISCHARGE PIPE

3/10 HP SUBMERSIBLE PUMP

TURN

OFF

7.2 5"

LOCKING TYPE RECEPTACLE

PROTECTED BY GFCI CIRCUIT

BREAKER

2'x2'x2'

LOCKING DEVICE (IF REQUIRED)

SECTION B-B

LOCKING DEVICE

SECTION A-A

ROTATE CAM TO LOCK COVER

A A

7 1 /2" 1

1/2

3/4

(4) 3/4" VENT HOLES

EQUALLY SPACED

22.25" 30"

24"

1. MATERIAL ASTM A48 CLASS 30B CAST IRON.

2. UNIT MUST WITHSTAND H-20 WHEEL LOADING.

3. ALL DIMENSIONS ARE TO BE CONSIDERED MINIMUM.

4. COVER WEIGHT 210 LBS. (MAX)

5. COATING NOT REQUIRED.

6. FRAMES AND COVERS SHALL HAVE MACHINED BEARING SURFACES.

7. LOCKING DEVICE MUST BE SITUATED TO ALLOW EASY REMOVAL OF COVER.

STANDARD FRAME AND COVER NOTES:

1.5

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORDCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

CIVIL UTILITY DETAILS 100% CONSTRUCTION

DOCUMENT

NON-SPRINKLERED

FUEL LINE AND TANK REPLACEMENT

CANANDAIGUA VAMC

400 FORT HILL AVE

CANANDAIGUA, NY 14424

2019-10-21

CU501

SITE

585A5-19-505

SBV CJR

REV 0 100% CONSTRUCTION DOCUMENT 2019-10-21

SCALE: 1" = 10'

FUEL TUNNEL DETAIL1

CU101

SCALE: NTS

OIL/WATER SEPARATOR SECTION2

CU101

OIL/WATER SEPARATOR SCHEDULE

ESK

MODEL

MAX FLOW

(gpm)

STRUCTURE

ID (in)

SUMP

DEPTH (in)

INLET MIN COVER

DEPTH (in)

OUTLET MIN

COVER DEPTH (in)

OUTLET PIPE

OD DIA (in)

TOTAL

VOLUME (gal)

OIL STORAGE

VOLUME (gal)

6 95 48 32 19 20 4 251 72

DESIGN BASIS: ESK KOALA

SCALE: NTS

TRENCH DRAIN DETAIL - EXPOSED CONCRETE5

CU101

SCALE: NTS

SUMP PUMP DETAIL3

CU101

SCALE: NTS

SANITARY SEWER TRENCH CROSS-SECTION4

CU101

PUMP SCHEDULE

MARK GPM TDH (FT) HP V/PH/HZ AMPS BREAKER LOCATION

EXT-PMP-240

EXT-PMP-230 43 19.25 3/10 115/1/60 9.7A (1x20)A TUNNEL SUMP

SCALE: NTS

STANDARD FRAME AND COVER6

CU101

CS501

XXXXX

X X X X X X

SB501

CS501

MSNRY. BUILDING

NO. 12

FFE ±781.00

VENT

CONC. RAMP

. W

MP501

CU501

OIL SPILL CONTAINMENT AREA

6' HIGH CHAIN LINK FENCE

WITH BARBED WIRE

.5'

69.5'

2" MOUNTABLE CURB

6" BOLLARDS

5' MAX OC TYP

SAWCUT AND PATCH ASPHALT AS NEEDED ALONG TUNNEL

50,000 GALLON TANK

TRENCH DRAIN TYP

4.6 7'

MIN

32.2'

2.8'

34.2'

38.3'

.4'

0.5% MIN 0.5% MIN

TYP

1.4'

TYP

OIL/WATER SEPARATOR VENT

& ACCESS HATCH

6" CONC SLAB

FUEL PIPE PENETRATION

MANHOLE LID

SB501

TYP

9" CONC SLAB

0.5

SB501

TANK FOUNDATIONS AND SUPPORTS

SEE STRUCTURAL DRAWINGS FOR DETAILS

LIGHT POLE FOUNDATION (TYP 4)

SEE STRUCTURAL DRAWINGS FOR DETAILS

CS501

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORDCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

CIVIL SITE AND GRADING PLAN 100% CONSTRUCTION

DOCUMENT

NON-SPRINKLERED

FUEL LINE AND TANK REPLACEMENT

CANANDAIGUA VAMC

400 FORT HILL AVE

CANANDAIGUA, NY 14424

2019-10-21

CS101

SITE

585A5-19-505

SBV VAR

REV 0 100% CONSTRUCTION DOCUMENT 2019-10-21

SCALE: 1" = 10'

SITE AND GRADING PLAN1

KEYPLAN

B10

B16

B12 B11

B13

GENERAL NOTES

1. SEE C-001 FOR C-SERIES NOTES AND LEGENDS.

2. RESTORE SURFACE TO MEET TUNNEL AND MATCH EXISTING GRADES.

3. FOR INFORMATION ON TUNNEL DESIGN, REFER TO STRUCTURAL

DRAWINGS.

4. CONTRACTOR TO LEAVE TOP OF TUNNEL EXPOSED. DO NOT PAVE

OVER.

XXXXX

X X

F 0+00

F 0+50

F 1+00

F 1+

S 0+

00S 0+

W W

UGE

STSTSTST

SASA

W W

SA SA

EX 12" STORM

EX SAN

EX 12" STORM

EX 8" WATER

EX 15" STORM

EX 8" W

ATER

EX SAN

EX 16" STORMEX SAN

MSNRY. BUILDING

NO. 12

FFE ±781.00

VENT

CONC. RAMP

. W

EX PUMP STATION

INV IN: 770.0

INV OUT: 771.0

EX STMH

RIM: 780.0

INV IN: 775.92

INV OUT: 775.67 EX DI

INACCESSABLE

PAVED OVER

EX DI

RIM: 78.25

INV OUT: 774.35

EX SAMH

RIM: 779.00

INV OUT: 771.68

EX DI

RIM: 778.00

INV: 776.08

SUMP: 775.92

C/O

EX DI

RIM: 779.00

INV: 776.08

SUMP: 775.92

CONCRETE FUEL TUNNEL

4.6 7'

MIN

32.2'

2.8'

34.2'

38.3'

.4'

50,000 GALLON TANK

EX SAMH

RIM: 779.0

NEW 4" INV: 776.5

0.5% MIN

F 0+00 F 0+50 F 1+00 F 1+50 F 1+75

STA: F 0+95.12

ELEV:774.26

STA: F 1+28.21

ELEV:774.18

STA: F 0+29.21

ELEV:776.05

STA: F 0+76.48

ELEV:773.21

STA: F 0+38.75

ELEV:773.99

STA: F 0+44.94

ELEV:776.02

STA: F 0+12.25

ELEV:774.76

STA: F 0+47.36

ELEV:769.74

EX GRADESTA: F 0+31.24

45° BEND

STA: F 1+05.19

45° BEND

STA: F 0+68.52

45° BEND

STA: F 0+34.07

45° BEND

STA: F 0+77.91

ELEV:773.21

SUMP-1 (2x2x2)

TOP: 775.86

BOTTOM: 773.86

SUMP-2 (2x2x2)

TOP: 775.67

BOTTOM: 773.67

STA: F 0+44.94

ELEV:776.00

0.3%0.3% 0.3% 0.3% 0.3%

REMOVE AS REQUIRED

TOP OF TUNNEL TO BE AT GRADE

6" CONC SLAB ON GRADE

SEE STRUCTURAL PLANS

EX 8" WATR

EX 12" STORM

EX 6" SAN SWR

EX UG ELEC

EX 12" STORM

EX 2" STORM

EX ABAN WATR

HIGH POINT

EX 16" STORM

CONCRETE FUEL TUNNEL

S 0+00 S 0+50 S 0+75

EX GRADE

EX SAN MH

STA: S 0+71.29

RIM: 779.0

NEW INV IN: 776.5

STA: S 0+21.19

BLIND TIE INV: 777.79

STA: S 0+29.50

BLIND TIE INV: 777.52

STA: S 0+54.29

INV OUT: 776.95

STA: S 0+40.79

INV IN: 777.28

OIL/ WATER SEPARATOR

W/ VENT & ACCESS HATCH

AT GRADE

6" BEDDING MATERIAL

STA: S 0+00.00

INV OUT: 778.50

TRENCH DRAIN 4" PVC @ 3.2%

4" PVC @ 2.6%

4" LINE FROM TRENCH DRAIN

STA: S 0+08.54

90° BEND

STA: S 0+18.13

45° BEND

STA: S 0+36.62

45° BEND

1.5" LINE FROM SUMP

STA: S 0+57.33

45° BEND

CONC SLAB ON GRADE

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORDCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

CIVIL PLAN AND PROFILE 100% CONSTRUCTION

DOCUMENT

NON-SPRINKLERED

FUEL LINE AND TANK REPLACEMENT

CANANDAIGUA VAMC

400 FORT HILL AVE

CANANDAIGUA, NY 14424

2019-10-21

CS102

SITE

585A5-19-505

SBV HMS

REV 0 100% CONSTRUCTION DOCUMENT 2019-10-21

SCALE: 1" = 10'

TUNNEL SITE PLAN1

SCALE: 1" = 10' HORZ, 1" = 5' VERT

TUNNEL PROFILE2 SCALE: 1" = 10' HORZ, 1" = 5' VERT

SUMP PUMP 2 PROFILE2

NOTES:

1. POST BARRICADES SHALL BE PAINTED WITH ONE PRIME COAT OF RED

OXIDE (PAINT NO.1). ONE FINISH COAT OF DULL BLACK ENAMEL PER VA

SPECIFICATIONS AND STRIPES CONSISTING OF 4" BANDS OF YELLOW

REFLECTORIZED TAPE SHALL BE USED UNLESS OTHERWISE SPECIFIED

ON THE PLANS.

2. FINISH COLOR COMBINATIONS, OTHER THAN THAT SPECIFIED ABOVE,

SHALL BE SUBMITTED TO THE COR FOR APPROVAL.

UTILITY

CONCRETE

PER VA

SPECIFICATIONS

6"Øx7'-0"

STANDARD PIPE

POST BARRICADE

CONCRETE FILLED

3'- 3"

ABC 100% MIN

COMPACTION

ASPHALTIC CONCRETE

1'-0" MAX

4'-0" MAX

1'-0" MAX

TRENCH

BACKFILL

SAW CUT EXISTING.

ASPHALT FULL

DEPTH BOTH SIDES

TACK COAT (TYP)

EXISTING

PAVEMENT

KEYED NOTES:

2" MINIMUM OR THICKNESS OF EXISTING PAVEMENT WHICHEVER

IS GREATER.

BITUMINOUS SURFACE TREATMENT (CHIPSEAL) REQUIRED ONLY

FOR LONGITUDINAL TRENCHES WITH WIDTHS GREATER THAN 6'.

4" MINIMUM ABC OR THICKNESS OF EXISTING GRANULAR BASE

COURSE MATERIALS (E.G. ABC & SELECT MATERIAL) WHICHEVER

IS GREATER.

BARBED-WIRE APRON

ON EXTENSION ARMS

TOP RAIL OR TENSION WIRE

BRACE RAIL

CORNER, END,

OR PULL POST

TUSS ROD

(3/8" MIN. DIA)

TIE WIRES OR

CLIPS (TYP)

LINE POST

GREEN VINYL COATED CHAIN-LINK

(9 GAGE, 2" MESH)

BOTTOM OF FENCE

LINE POST

TENSION WIRE

TIE WIRES OR HOG

RINGS (TYP)

6" SLAB ON GRADE

HOG RINGS (TYP)

CONCRETE BASE

10" DIA

MIN

10'-0" MAXIMUM

LINE POSTS TO BE EQUALLY SPACED

10'-0" MAXIMUM

1'- 0"

3'- 4"

16" MINIMUM DIA

3'- 4"

OPENING

HINGE

TRUSS

ROD

TRUSS ROD

ADJUSTING UNIT

TOP RAIL

BRACE RAIL

TENSION BAR

1 7/8" OD FRAME

BOTTOM

TENSION WIRE

CHAIN LINK 9 GA

TERMINAL/

GATE POST

6'- 0"

NOTE:

1. VERTICAL AND HORIZONTAL MEMBERS MAXIMUM 8' OC.

DOME CAP

BARBED-WIRE APRON

ON EXTENSION ARMS

ENGINEERED FILL

6" CONC SLAB ON GRADE

4.67'

KEYED NOTES:

2" MINIMUM OR THICKNESS OF EXISTING PAVEMENT WHICHEVER

IS GREATER.

BITUMINOUS SURFACE TREATMENT (CHIPSEAL) REQUIRED ONLY

FOR LONGITUDINAL TRENCHES WITH WIDTHS GREATER THAN 6'.

4" MINIMUM ABC OR THICKNESS OF EXISTING GRANULAR BASE

COURSE MATERIALS (E.G. ABC & SELECT MATERIAL) WHICHEVER

IS GREATER.

1' MIN

SAW CUT EX ASPHALT

FULL DEPTH BOTH SIDES

TACK COAT (TYP)EXISTING

PAVEMENT

1' MIN

ASPHALTIC CONCRETE

ABC 100% MIN COMPACTION

SELECT FILL

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORDCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

CIVIL SITE DETAILS 100% CONSTRUCTION

DOCUMENT

NON-SPRINKLERED

FUEL LINE AND TANK REPLACEMENT

CANANDAIGUA VAMC

400 FORT HILL AVE

CANANDAIGUA, NY 14424

2019-10-21

CS501

SITE

585A5-19-505

SBV CJR

REV 0 100% CONSTRUCTION DOCUMENT 2019-10-21

SCALE: NTS

CONCRETE POST BARRICADES1

CS101

SCALE: NTS

TYPE 1 UTILITY TRENCH PATCH2

CU101

SCALE: NTS

CHAIN LINK SECURITY FENCE DETAIL4

CS101

SCALE: NTS

CHAIN LINK FENCE DETAIL5

CS101

SCALE: NTS

FUEL TRENCH PATCH3

CS101

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORDCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

STRUCTURAL NOTES AND LEGENDS 100% CONSTRUCTION

DOCUMENT

NON-SPRINKLERED

FUEL LINE AND TANK REPLACEMENT

CANANDAIGUA VAMC

400 FORT HILL AVE

CANANDAIGUA, NY 14424

2019-10-21 S-001

12/SITE

585A5-19-505

SBV VAR

REV 0 100% CONSTRUCTION DOCUMENT 2019-10-21

SITE WORK

1. CONTRACTOR TO FIELD VERIFY ALL UNDERGROUND UTILITIES PRIOR TO ANY EXCAVATION.

2. ASSUMED ALLOWABLE SOIL BEARING PRESSURE IS 3000 PSF. NOTIFY ENGINEER OF RECORD IN

WRITING IF SOIL BEARING CAPACITY IS LESS THAN 3000 PSF.

3. ENGINEER OF RECORD ASSUMES NO RESPONSIBILITY FOR THE VALIDITY OF THE SUBSURFACE

CONDITIONS SHOWN ON THE DRAWINGS. THE SUBSURFACE CONDITIONS SHOWN REPRESENT

EXPECTED CONDITIONS AND ACTUAL CONDITIONS MAY VARY.

4. ALL METAL REMOVED FROM EXISTING EQUIPMENT DURING THIS PROJECT IS TO REMAIN THE

PROPERTY OF THE VA.

5. CONTRACTOR SHALL REVIEW GEOTECHNICAL ENGINEERING REPORT TITLED "GEOTECHNICAL

ENGINEERING INVESTIGATION - PROPOSED TANK REPLACEMENT AND RELATED FACILITIES" - JUNE 8, 2019.

CONCRETE

1. MINIMUM CONCRETE COMPRESSIVE STRENGTH AT 28 DAYS SHALL BE 4000 PSI.

2. LAP 48 BAR DIAMETERS MIN. CORNER BARS SHALL MATCH HORIZONTAL WALL,

FOOTING, AND BOND BEAM REINFORCING. DO NOT WELD.

3. REINFORCING BAR SPLICES SHALL BE ACI CLASS B, BUT NOT LESS THAN 12 INCHES OF

LAP OR AS INDICATED ON THE DRAWINGS.

4. PROVIDE CORNER REINFORCING BARS AT ALL EXTERIOR CORNERS. CORNER BARS TO

MATCH HORIZONTAL REINFORCING

5. COVER FOR REINFORCEMENT SHALL BE:

FOOTINGS 3” BOTTOM

2” SIDE AND TOP

WALLS 2” SIDE AND TOP

PIERS 2” TOP

1-1/2” TO TIES

SLABS MID DEPTH

DESIGN DATA:

IN ITS COMPLETED STATE, THE NEW 50,000 GALLON FUEL TANK FOUNDATIONS FOR THE

CANANDAIGUA VAMC IS DESIGNED FOR THE FOLLOWING SURCHARGE LOADS. DO NOT EXCEED

STATED SURCHARGE LOADS.

1. DEAD LOAD: STRUCTURE SELF WEIGHT

2. LIVE LOAD-ROOF: 20 PSF ROOF

300 LB. CONCENTRATED ROOF

3. LIVE LOAD:

TANK CONTENTS 417,000 LBS CONCENTRATED

4. SNOW LOAD: RISK CATEGORY IV

GROUND SNOW LOAD, Pg = 40 PSF BALANCED SNOW LOAD, Pf = 31 PSF DRIFT SURCHARGE LOAD, Pd = 52 PSF SNOW EXPOSURE FACTOR, Ce = 1.0 IMPORTANCE FACTOR, Is = 1.20 THERMAL FACTOR, Ct = 1.0

5. WIND LOAD: BASIC WIND SPEED, V = 120 MPH

RISK CATEGORY IV

IMPORTANCE FACTOR, Iw = 1.00

WIND EXPOSURE CATEGORY, C

6. SEISMIC LOAD: CANANDAIGUA, NY

RISK CATEGORY IV

IMPORTANCE FACTORS, Ie = 1.50

SOIL SITE CLASS = C

MAPPED SPECTRAL ACCELERATIONS/RESPONSES

Ss = 0.150 S1 = 0.059

SDS = 0.160

SD1 = 0.094

SEISMIC DESIGN CATEGORY = C

SEISMIC RESISTING SYSTEM = STEEL ORDINARY

CONCENTRICALLY BRACED FRAMES

RESPONSE MODIFICATION COEFFICIENT, R = 3.0

EQUIVALENT LATERAL FORCE METHOD

DESIGN BASE SHEAR, V = 34 KIP

SEISMIC RESPONSE COEFFICIENT, Cs = 0.08

ACI AMERICAN CONCRETE INSTITUTE

AFF ABOVE FINISHED FLOOR

DBL DOUBLE

DIA DIAMETER

DIM DIMENSION

EW EACH WAY

EQ EQUAL

HWH HOT WATER HEATER

LB POUND

MAX MAXIMUM

MIN MINIMUM

NTS NOT TO SCALE

NY NEW YORK

OC ON CENTER

PSF PER SQUARE FOOT

PSI PER SQUARE INCH

REQ'D REQUIRED

SCH SCHEDULE

SCJ SAW CUT JOINT

SF SQUARE FOOT

TOS TOP OF STEEL

TYP TYPICAL

WF WIDE FLANGE

WWF WELDED WIRE FABRIC

GENERAL ABBREVIATIONS

GENERAL STUD FRAMING INFORMATION

MEMBER DEPTH IN 600 = 6"

MEMBER TYPE: (S : "C" MEMBER; T : TRACK)

FLANGE WIDTH IN 162 = 1.62"

600 S 162-54

MATERIAL THICKNESS IN MILS

33- 20ga.

43- 18ga.

54- 16ga.

4'-8" TYP

'-5

'-2

38'-3 13/16"

34'-11 13/16"

68'-4 5/8"

34'-2 5/16"

8" TYP

EXISTING CONCRETE PAD AND TANK

MSNRY. BUILDING

NO.12

FFE ±781.00

XXXXXX

X X

X X X X X X X

34'-8 11/16"

30'-3 1/8" 2'-0"

4'- 7 3

/8"

32'-2 5/16"

NEW LIGHT POLE FOUNDATION

TYP

4'-0"

4'-0" 4'-0"

4'-0"

SB302

OUTLINE OF NEW 50,000

GALLON FUEL TANK

SB102

SLOPE 0.5%

8' -0

" P

L S

LID

(4) - 8'-0" PRECAST TUNNEL SECTIONS

WITH REMOVABLE LIDS

(3) - 8'-0" PRECAST TUNNEL SECTIONS

WITH REMOVABLE LIDS

(3) - 8'-0" PRECAST TUNNEL SECTIONS

WITH REMOVABLE LIDS

TRANSITION CAST IN

PLACE TUNNEL

SECTION

CLOSURE POUR

TRANSITION CAST IN PLACE TUNNEL SECTION

SLOPE 0.5% SLOPE 0.5%

147°

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Office of Construction and Facilities…

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