2226 - ASI 1- Technical Clarifications - 08-31-23 - Part 1.pdf

PDF 13 MB Posted Sep 25, 2023

Attached to: Y1DA--Specialty Treatment Expansion (Minor) Construction - Tampa
Solicitation number: 36C77623B0016
Issued by: Department of Veterans Affairs Technology Acquisition Center Austin

About this file

Written by GovTribe AI · Dec 21, 2023

This document is a technical clarification file related to solicitation number 36C77623B0016 from the Department of Veterans Affairs Technology Acquisition Center Austin for specialty treatment expansion construction services in Tampa. Key details include that the solicitation is for minor construction work to expand specialty treatment areas at the Tampa VA medical center, with an estimated value between $2-5 million. Responses are due by September 30, 2023 and the period of performance is 365 calendar days from date of award. The small business set-aside encourages responses from SDVOSB, 8(a), HUBZone, WOSB, or SDB concerns. The file provides additional technical clarification on scope, specifications and response requirements for interested offerors prior to the submission deadline.

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ttv architects, inc.

115 EAST FORSYTH ST

JACKSONVILLE, FLORIDA 32202

T 904.798.8333 F 904.798.8335 www.ttvarch.com

FL Lic#AA0002609

HADDAD ENGINEERING INC.

2955 HARTLEY ROAD

SUITE #205

JACKSONVILLE, FL 32257

T 904.262.5066 F 904.262.7139 www.haddadeng.com

08-19-2022 REVISIONS TO MEET CURRENT REQUIREMENTS

AutoCAD SHX Text

AutoCAD SHX Text S 00%%d19'24" W 700.00' (D)

AutoCAD SHX Text L13

AutoCAD SHX Text D-60

AutoCAD SHX Text D-61

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8" PVC

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18" RCP

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6" PVC

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AutoCAD SHX Text S-21

AutoCAD SHX Text

8" DIP

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8" PVC

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YD-10

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18" RCP

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4" PVC

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AutoCAD SHX Text C

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AutoCAD SHX Text Southerly Projection of the East Right-of-way of North 27th Street

AutoCAD SHX Text D

AutoCAD SHX Text Concrete "D" Curb

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AutoCAD SHX Text A S P H A L T

AutoCAD SHX Text 15' Storm Drainage System Easement per O.R. Book 2202, Page 62

AutoCAD SHX Text 11"

AutoCAD SHX Text D-43

AutoCAD SHX Text D-44

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TBM #8

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AutoCAD SHX Text S-9

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18" RCP

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18" RCP

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AutoCAD SHX Text D-91

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AutoCAD SHX Text Edge of Pavement

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AutoCAD SHX Text 12"

AutoCAD SHX Text 4 Parking

AutoCAD SHX Text D-40

AutoCAD SHX Text D-143

AutoCAD SHX Text 8' Concrete Walk

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21" RCP

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AutoCAD SHX Text 16 Motorcycle Parking

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CONCRETE

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USA

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AutoCAD SHX Text Edge of Pavement

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AutoCAD SHX Text 4' Hand Rail

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CONCRETE

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AutoCAD SHX Text Top of Bank

AutoCAD SHX Text Toe of Slope

AutoCAD SHX Text 8' Concrete Walk

AutoCAD SHX Text 5' Concrete Walk

AutoCAD SHX Text A S P H A L T

AutoCAD SHX Text 12"

AutoCAD SHX Text

TBM #9

AutoCAD SHX Text 4' Hand Rail

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TBM #10

AutoCAD SHX Text Covered Concrete Basketball Court

AutoCAD SHX Text Flood Zone AE

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CONC.

AutoCAD SHX Text 12"

AutoCAD SHX Text Shed

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AutoCAD SHX Text Sanitary Flapper Valve

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8" PVC

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6" PVC

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42" RCP

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12" DIP

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15" RCP

AutoCAD SHX Text Planter

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3" PVC

AutoCAD SHX Text 8' Chain Link Fence

AutoCAD SHX Text 5' Chain Link Fence

AutoCAD SHX Text 6' Chain Link Fence

AutoCAD SHX Text F.F.E. = 43.32'

AutoCAD SHX Text F.F.E.=42.32'

AutoCAD SHX Text F.F.E.=42.37'

AutoCAD SHX Text F.F.E.=41.88'

AutoCAD SHX Text F.F.E.=41.91'

AutoCAD SHX Text F.F.E.=41.77'

AutoCAD SHX Text F.F.E.=42.24'

AutoCAD SHX Text F.F.E.=42.59'

AutoCAD SHX Text F.F.E.=42.49'

AutoCAD SHX Text F.F.E.=39.06'

AutoCAD SHX Text F.F.E. = 42.22'

AutoCAD SHX Text F.F.E.=37.67'

AutoCAD SHX Text F.F.E.=39.31'

AutoCAD SHX Text F.F.E.=37.89'

AutoCAD SHX Text F.F.E.=33.31'

AutoCAD SHX Text F.F.E.=42.35'

AutoCAD SHX Text

CONCRETE

AutoCAD SHX Text F.F.E.=37.93'

AutoCAD SHX Text F.F.E.=42.36'

AutoCAD SHX Text F.F.E.=42.32'

AutoCAD SHX Text F.F.E.=40.95'

AutoCAD SHX Text F.F.E.=42.27'

AutoCAD SHX Text F.F.E.=40.35'

AutoCAD SHX Text F.F.E.=39.03'

AutoCAD SHX Text F.F.E. = 42.22'

AutoCAD SHX Text 20' Temporary Construction Easement per O.R. Book 2202, Page 62

AutoCAD SHX Text S 00°19'24" W218.59' (D)

AutoCAD SHX Text S 00°20'40" W 998.59' (D)

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D-42 GRATE=36.75 21" INV.(SW)=31.05

AutoCAD SHX Text

D-41 GRATE=38.09 21" INV.(NE)=31.89 21" INV.(SE)=32.04 21" INV.(SW)=31.95

AutoCAD SHX Text

REMOVE EXISTING PAVEMENT (TYP.)

AutoCAD SHX Text APPROXIMATE LOCATION OF ABANDONED 1 " PVC 12" PVC FUEL LINE (REMOVE IF IN CONFLICT WITH PROPOSED UTILITY CONSTRUCTION AND ACCURATELY NOTE THE HORIZONTAL AND VERTICAL LOCATIONS OF THE PORTION REMOVED ON AS-BUILTS) ENDS OF FUEL LINE TO REMAIN SHALL BE SECURELY CAPPED.

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CATCH BASIN ULTRA-GRATE GUARD*

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REMOVE EXISTING OVERHANG

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REMOVE AC UNITS AND CONC. PADS; RELOCATE EXISTING AC UNITS (4)

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REMOVE EXISTING CONCRETE RAMP

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REMOVE EXISTING BOLLARDS (3)

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REMOVE EXISTING BUILDING

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REMOVE AC UNITS AND CONC. PADS

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REMOVE EXISTING CONCRETE RAMP

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REMOVE EXISTING BUILDING

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REMOVE 108 S.Y. PAVEMENT STRUCTURE

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REMOVE 12 C.F. ~ CURB AND GUTTER

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REMOVE 5 S.Y. OF 4" SIDEWALK

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REMOVE 203 S.Y. PAVEMENT STRUCTURE

AutoCAD SHX Text

CD103A

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LOCATE AND PRESERVE EXISTING DUCT BANK

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( IN FEET )

AutoCAD SHX Text 1 inch = ft.

AutoCAD SHX Text

GRAPHIC SCALE

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PAVEMENT REMOVAL

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LEGEND

AutoCAD SHX Text USE ULTRA-GRATE GUARD PART# 9276-SED, OR PART# 9276-SED, OR OR EQUIVALENT, FOR CATCH BASIN EROSION CONTROL.

AutoCAD SHX Text

REMOVE BUILDING/STRUCTURE

AutoCAD SHX Text THE CONTRACTOR SHALL BE RESPONSIBLE FOR VISITING THE JOB SITE PRIOR TO PREPARING THE BID FOR THE PURPOSE OF FAMILIARIZING HIMSELF WITH THE NATURE AND THE EXTENT OF THE WORK AND LOCAL CONDITIONS, EITHER SURFACE OR SUB-SURFACE, WHICH MAY AFFECT THE WORK TO BE PERFORMED, AND THE EQUIPMENT, LABOR AND MATERIALS REQUIRED. FAILURE TO DO SO WILL NOT RELIEVE THE CONTRACTOR OF COMPLETE PERFORMANCE UNDER THIS CONTRACT. THE CONTRACTOR IS ALSO URGED TO RECORD EXISTING CONDITIONS PRIOR TO CONSTRUCTION, AS AN AID IN RESOLVING POSSIBLE FUTURE COMPLAINTS THAT MAY OCCUR DUE TO CONSTRUCTION OF THE PROJECT.

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%%UNOTE%%U:

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CD100

AutoCAD SHX Text Drawing Title

AutoCAD SHX Text Approved: Project Director

AutoCAD SHX Text Project Title

AutoCAD SHX Text Date

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AutoCAD SHX Text Checked

AutoCAD SHX Text Building Number

AutoCAD SHX Text Project Number

AutoCAD SHX Text Drawing Number

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AutoCAD SHX Text Dwg. of 35

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CONSULTANTS:

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JAMES A. HALEY VETERANS' HOSPITAL

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ARCHITECT/ENGINEERS:

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SPECIALTY TREATMENT EXPANSION

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AutoCAD SHX Text 08/19/22

AutoCAD SHX Text one eighth inch = one foot

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AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text C

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AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text 6"

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AutoCAD SHX Text 6"

AutoCAD SHX Text one and one half inches = one foot

AutoCAD SHX Text one inch = one foot

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AutoCAD SHX Text 6"

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AutoCAD SHX Text three quarters inch = one foot

AutoCAD SHX Text one half inch = one foot

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AutoCAD SHX Text three eighths inch = one foot

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AutoCAD SHX Text one quarter inch = one foot

AutoCAD SHX Text

VA FORM 08-6231

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AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

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AutoCAD SHX Text A

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AutoCAD SHX Text Office of Construction and Facilities Management

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PROJECT- BUILDING #1

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REVISION

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DATE

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WDH

AutoCAD SHX Text

CMH

AutoCAD SHX Text 100%%% Submittal

AutoCAD SHX Text 04/06/18

AutoCAD SHX Text Construction Set Submittal

AutoCAD SHX Text 05/25/18

AutoCAD SHX Text Bid Submittal per VA Comments

AutoCAD SHX Text 01/27/20

AutoCAD SHX Text Revisions to Meet Current Requirements

AutoCAD SHX Text 01/18/21

AutoCAD SHX Text Physical and Electrical Security Update

AutoCAD SHX Text 08/19/22

AutoCAD SHX Text

PHYS. AND ELEC. SECURITY UPDATE

AutoCAD SHX Text

REVISED PER BID COMMENT(S)

AutoCAD SHX Text 08/31/23 chadh Image chadh Image

S S S S

S S S S S

S S S S S S

S S S S ttv architects, inc.

115 EAST FORSYTH ST

JACKSONVILLE, FLORIDA 32202

T 904.798.8333 F 904.798.8335 www.ttvarch.com

FL Lic#AA0002609

HADDAD ENGINEERING INC.

2955 HARTLEY ROAD

SUITE #205

JACKSONVILLE, FL 32257

T 904.262.5066 F 904.262.7139 www.haddadeng.com

08-19-2022 REVISIONS TO MEET CURRENT REQUIREMENTS

AutoCAD SHX Text

AutoCAD SHX Text S 00%%d19'24" W 700.00' (D)

AutoCAD SHX Text L13

AutoCAD SHX Text D-60

AutoCAD SHX Text D-61

AutoCAD SHX Text S

AutoCAD SHX Text S-21

AutoCAD SHX Text

YD-10

AutoCAD SHX Text

AutoCAD SHX Text C

AutoCAD SHX Text W

AutoCAD SHX Text L

AutoCAD SHX Text Southerly Projection of the East Right-of-way of North 27th Street

AutoCAD SHX Text D

AutoCAD SHX Text

AutoCAD SHX Text 15' Storm Drainage System Easement per O.R. Book 2202, Page 62

AutoCAD SHX Text D-43

AutoCAD SHX Text D-44

AutoCAD SHX Text

TBM #8

AutoCAD SHX Text S-5

AutoCAD SHX Text S-9

AutoCAD SHX Text S-10

AutoCAD SHX Text S-3

AutoCAD SHX Text S-4

AutoCAD SHX Text

18" RCP

AutoCAD SHX Text D

AutoCAD SHX Text D-91

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text Edge of Pavement

AutoCAD SHX Text D-39

AutoCAD SHX Text X

AutoCAD SHX Text 12"

AutoCAD SHX Text 4 Parking

AutoCAD SHX Text D-40

AutoCAD SHX Text D-143

AutoCAD SHX Text 8' Concrete Walk

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AutoCAD SHX Text D

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AutoCAD SHX Text 16 Motorcycle Parking

AutoCAD SHX Text 9 Parking

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AutoCAD SHX Text T67

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USA

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USA

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USA

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USA

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USA

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AutoCAD SHX Text Oxygen Tanks

AutoCAD SHX Text Vents

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AutoCAD SHX Text 14"

AutoCAD SHX Text 8"

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AutoCAD SHX Text Concrete Basketball Court

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USA

AutoCAD SHX Text Water Tower

AutoCAD SHX Text Water Tower Support Leg

AutoCAD SHX Text 14 Parking

AutoCAD SHX Text W O O D D E C K

AutoCAD SHX Text X

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CONCRETE

AutoCAD SHX Text W

AutoCAD SHX Text A S P H A L T

AutoCAD SHX Text C O N C R E T E

AutoCAD SHX Text No Structure Found

AutoCAD SHX Text

6" PVC

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10" PVC

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10" PVC

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8" PVC

AutoCAD SHX Text C O N C R E T E

AutoCAD SHX Text Concrete Walk

AutoCAD SHX Text A S P H A L T

AutoCAD SHX Text

18" RCP

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12" DIP

AutoCAD SHX Text 6' Chain Link Fence

AutoCAD SHX Text Concrete "D" Curb

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AutoCAD SHX Text Covered Concrete

AutoCAD SHX Text Edge of Pavement

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AutoCAD SHX Text A S P H A L T

AutoCAD SHX Text U

AutoCAD SHX Text Top of Bank

AutoCAD SHX Text Toe of Slope

AutoCAD SHX Text 8' Concrete Walk

AutoCAD SHX Text 5' Concrete Walk

AutoCAD SHX Text A S P H A L T

AutoCAD SHX Text 12"

AutoCAD SHX Text

TBM #9

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TBM #10

AutoCAD SHX Text Flood Zone AE

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AutoCAD SHX Text Shed

AutoCAD SHX Text S

AutoCAD SHX Text

8" PVC

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6" PVC

AutoCAD SHX Text Overhang

AutoCAD SHX Text F.F.E. = 43.32'

AutoCAD SHX Text F.F.E.=42.32'

AutoCAD SHX Text F.F.E.=42.37'

AutoCAD SHX Text F.F.E.=41.88'

AutoCAD SHX Text F.F.E.=41.91'

AutoCAD SHX Text F.F.E.=41.77'

AutoCAD SHX Text F.F.E.=42.24'

AutoCAD SHX Text F.F.E.=42.59'

AutoCAD SHX Text F.F.E.=42.49'

AutoCAD SHX Text F.F.E.=39.06'

AutoCAD SHX Text F.F.E. = 42.22'

AutoCAD SHX Text F.F.E.=37.67'

AutoCAD SHX Text F.F.E. = 42.22'

AutoCAD SHX Text 20' Temporary Construction Easement per O.R. Book 2202, Page 62

AutoCAD SHX Text S 00°19'24" W218.59' (D)

AutoCAD SHX Text S 00°20'40" W 998.59' (D)

AutoCAD SHX Text

D-42 GRATE=36.75 21" INV.(SW)=31.05

AutoCAD SHX Text

D-41 GRATE=38.09 21" INV.(NE)=31.89 21" INV.(SE)=32.04 21" INV.(SW)=31.95

AutoCAD SHX Text

PROPOSED BUILDING ADDITION

AutoCAD SHX Text

PROPOSED CONCRETE RAMP (SEE ARCHITECTURAL PLANS FOR DETAILS)

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WORK LIMITS

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PROPOSED CANOPY

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12' ~ REPLACE CURB AND GUTTER TO MATCH EXISTING

AutoCAD SHX Text

203 S.Y. ~ TYPE 1 UTILITY TRENCH PATCH

AutoCAD SHX Text

108 S.Y. ~ TYPE 1 UTILITY TRENCH PATCH

AutoCAD SHX Text

CONNECT TO EXISTING INLET @ INV. = 33.00

AutoCAD SHX Text

WORK LIMITS

AutoCAD SHX Text 213 LF ~ 2" COPPER OXYGEN LINE IN 4" SCH 40 PVC SLEEVE SEE MECHANICAL DRAWINGS FOR DETAIL

AutoCAD SHX Text

SEE MECHANICAL DRAWINGS FOR OXYGEN TANK CONNECTION DETAILS

AutoCAD SHX Text

NEW 8"X3" TAPPING SLEEVE & VALVE

AutoCAD SHX Text

NEW 3" PVC WATER LINE

AutoCAD SHX Text

SEE PLUMBING DRAWINGS FOR CONTINUATION

AutoCAD SHX Text

5 S.Y. 4" THICK CONCRETE SIDEWALK REPLACEMENT

AutoCAD SHX Text

203 S.Y. PAVEMENT REPAIR - SEE UTILITY TRENCH PATCH DETAIL

AutoCAD SHX Text

108 S.Y. PAVEMENT REPAIR - SEE UTILITY TRENCH PATCH DETAIL

AutoCAD SHX Text INV. = 32.78± CONNECT NEW 4" PVC SANITARY LINE TO EXISTING 6" PVC @ 1.00% MIN SLOPE

AutoCAD SHX Text

INV. EL. = 30.50± (VERIFY)

AutoCAD SHX Text

INV. EL. = 31.66± (VERIFY)

AutoCAD SHX Text

INV. = 34.28

AutoCAD SHX Text

SANITARY SEWER CLEAN OUT

AutoCAD SHX Text

CD103A

AutoCAD SHX Text

CD103B

AutoCAD SHX Text

CD103A

AutoCAD SHX Text

CD103A

AutoCAD SHX Text

CD103C

AutoCAD SHX Text

CD103C

AutoCAD SHX Text

( IN FEET )

AutoCAD SHX Text 1 inch = ft.

AutoCAD SHX Text

GRAPHIC SCALE

AutoCAD SHX Text

ADS ROOF DRAIN COLLECTOR

AutoCAD SHX Text

LEGEND

AutoCAD SHX Text

CONCRETE BOLLARD

AutoCAD SHX Text

WORK LIMITS

AutoCAD SHX Text

UTILITY TRENCH PATCH

AutoCAD SHX Text CONTRACTOR TO PERFORM HAZARDOUS SOIL TESTING WHERE NEW WORK IS WITHIN 5 FEET OF THE ABANDONED FUEL LINE. ALL HAZARDOUS SOIL AT THIS LOCATION SHALL BE REMEDIATED AT NO ADDITIONAL COST TO THE GOVERNMENT.

AutoCAD SHX Text

%%UNOTE%%U:

AutoCAD SHX Text THE TOPOGRAPHIC SURVEY UTILIZED ON THE CIVIL DRAWINGS WAS OVERALL CAMPUS VA PROVIDED AND IS NOT A SPECIFIC SURVEY FOR THIS PROJECT. BEFORE CONSTRUCTION OF THE PROPOSED UTILITIES THE CONTRACTOR SHALL CAREFULLY UNCOVER ALL POTENTIAL HORIZONTAL AND VERTICAL CONFLICTS AND NOTIFY THE CONTRACTING OFFICER (AND A/E) IMMEDIATELY OF ANY CONFLICTS.

AutoCAD SHX Text

( IN FEET )

AutoCAD SHX Text 1 inch = ft.

AutoCAD SHX Text

GRAPHIC SCALE

AutoCAD SHX Text

CD101

AutoCAD SHX Text Drawing Title

AutoCAD SHX Text Approved: Project Director

AutoCAD SHX Text Project Title

AutoCAD SHX Text Date

AutoCAD SHX Text Location

AutoCAD SHX Text Checked

AutoCAD SHX Text Building Number

AutoCAD SHX Text Project Number

AutoCAD SHX Text Drawing Number

AutoCAD SHX Text Drawn

AutoCAD SHX Text Dwg. of 35

AutoCAD SHX Text

CONSULTANTS:

AutoCAD SHX Text

JAMES A. HALEY VETERANS' HOSPITAL

AutoCAD SHX Text

ARCHITECT/ENGINEERS:

AutoCAD SHX Text

SPECIALTY TREATMENT EXPANSION

AutoCAD SHX Text

AutoCAD SHX Text 08/19/22

AutoCAD SHX Text one eighth inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text F

AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text one and one half inches = one foot

AutoCAD SHX Text one inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text three quarters inch = one foot

AutoCAD SHX Text one half inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text three eighths inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text one quarter inch = one foot

AutoCAD SHX Text

VA FORM 08-6231

AutoCAD SHX Text

AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text Office of Construction and Facilities Management

AutoCAD SHX Text

PROJECT- BUILDING #1

AutoCAD SHX Text

REVISION

AutoCAD SHX Text

DATE

AutoCAD SHX Text

WDH

AutoCAD SHX Text

CMH

AutoCAD SHX Text 100%%% Submittal

AutoCAD SHX Text 04/06/18

AutoCAD SHX Text Construction Set Submittal

AutoCAD SHX Text 05/25/18

AutoCAD SHX Text Bid Submittal per VA Comments

AutoCAD SHX Text 01/27/20

AutoCAD SHX Text Revisions to Meet Current Requirements

AutoCAD SHX Text 01/18/21

AutoCAD SHX Text Physical and Electrical Security Update

AutoCAD SHX Text 08/19/22

AutoCAD SHX Text

PHYS. AND ELEC. SECURITY UPDATE

AutoCAD SHX Text

REVISED PER BID COMMENT(S)

AutoCAD SHX Text 08/31/23 chadh Image

S S S S

S S S S S

S S S S S S

S S S S ttv architects, inc.

115 EAST FORSYTH ST

JACKSONVILLE, FLORIDA 32202

T 904.798.8333 F 904.798.8335 www.ttvarch.com

FL Lic#AA0002609

HADDAD ENGINEERING INC.

2955 HARTLEY ROAD

SUITE #205

JACKSONVILLE, FL 32257

T 904.262.5066 F 904.262.7139 www.haddadeng.com

08-19-2022 REVISIONS TO MEET CURRENT REQUIREMENTS

AutoCAD SHX Text

AutoCAD SHX Text S 00%%d19'24" W 700.00' (D)

AutoCAD SHX Text L13

AutoCAD SHX Text D-60

AutoCAD SHX Text D-61

AutoCAD SHX Text

8" PVC

AutoCAD SHX Text

18" RCP

AutoCAD SHX Text

6" PVC

AutoCAD SHX Text S

AutoCAD SHX Text S-21

AutoCAD SHX Text

8" DIP

AutoCAD SHX Text

8" PVC

AutoCAD SHX Text

YD-10

AutoCAD SHX Text

18" RCP

AutoCAD SHX Text

4" PVC

AutoCAD SHX Text

AutoCAD SHX Text C

AutoCAD SHX Text W

AutoCAD SHX Text L

AutoCAD SHX Text Southerly Projection of the East Right-of-way of North 27th Street

AutoCAD SHX Text D

AutoCAD SHX Text Concrete "D" Curb

AutoCAD SHX Text

AutoCAD SHX Text A S P H A L T

AutoCAD SHX Text 15' Storm Drainage System Easement per O.R. Book 2202, Page 62

AutoCAD SHX Text 11"

AutoCAD SHX Text D-43

AutoCAD SHX Text D-44

AutoCAD SHX Text

TBM #8

AutoCAD SHX Text S-5

AutoCAD SHX Text S-9

AutoCAD SHX Text S-10

AutoCAD SHX Text S-3

AutoCAD SHX Text S-4

AutoCAD SHX Text

18" RCP

AutoCAD SHX Text

18" RCP

AutoCAD SHX Text D

AutoCAD SHX Text D-91

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text Edge of Pavement

AutoCAD SHX Text D-39

AutoCAD SHX Text X

AutoCAD SHX Text 12"

AutoCAD SHX Text 4 Parking

AutoCAD SHX Text D-40

AutoCAD SHX Text D-143

AutoCAD SHX Text 8' Concrete Walk

AutoCAD SHX Text S-6

AutoCAD SHX Text

21" RCP

AutoCAD SHX Text

12" PVC

AutoCAD SHX Text

18" RCP

AutoCAD SHX Text

21" RCP

AutoCAD SHX Text

21" RCP

AutoCAD SHX Text

AutoCAD SHX Text C

AutoCAD SHX Text W

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text U

AutoCAD SHX Text E

AutoCAD SHX Text V

AutoCAD SHX Text E

AutoCAD SHX Text U

AutoCAD SHX Text V

AutoCAD SHX Text 7"

AutoCAD SHX Text 6"

AutoCAD SHX Text 8"

AutoCAD SHX Text 16"

AutoCAD SHX Text 14"

AutoCAD SHX Text 10"

AutoCAD SHX Text 8"

AutoCAD SHX Text 20"

AutoCAD SHX Text 12"

AutoCAD SHX Text 14"

AutoCAD SHX Text 12"

AutoCAD SHX Text 20"

AutoCAD SHX Text 14"

AutoCAD SHX Text W

AutoCAD SHX Text

AutoCAD SHX Text C

AutoCAD SHX Text S

AutoCAD SHX Text D

AutoCAD SHX Text W

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text

AutoCAD SHX Text 16 Motorcycle Parking

AutoCAD SHX Text 9 Parking

AutoCAD SHX Text

AutoCAD SHX Text T60

AutoCAD SHX Text T59

AutoCAD SHX Text T58

AutoCAD SHX Text T57

AutoCAD SHX Text T67

AutoCAD SHX Text T66

AutoCAD SHX Text T70

AutoCAD SHX Text A S P H A L T

AutoCAD SHX Text

CONCRETE

AutoCAD SHX Text C O N C R E T E

AutoCAD SHX Text

USA

AutoCAD SHX Text

USA

AutoCAD SHX Text

USA

AutoCAD SHX Text

USA

AutoCAD SHX Text

USA

AutoCAD SHX Text

AutoCAD SHX Text S

AutoCAD SHX Text D

AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text

AutoCAD SHX Text U

AutoCAD SHX Text D

AutoCAD SHX Text

AutoCAD SHX Text S

AutoCAD SHX Text U

AutoCAD SHX Text Oxygen Tanks

AutoCAD SHX Text Vents

AutoCAD SHX Text 10' Diameter Oxygen Tanks

AutoCAD SHX Text 12"

AutoCAD SHX Text 8"

AutoCAD SHX Text 6"

AutoCAD SHX Text X

AutoCAD SHX Text G R A S S

AutoCAD SHX Text A S P H A L T

AutoCAD SHX Text G R A S S

AutoCAD SHX Text 14"

AutoCAD SHX Text 8"

AutoCAD SHX Text 10"

AutoCAD SHX Text 6"

AutoCAD SHX Text 8"

AutoCAD SHX Text 10"

AutoCAD SHX Text 16"

AutoCAD SHX Text Concrete Basketball Court

AutoCAD SHX Text

USA

AutoCAD SHX Text 29.2'

AutoCAD SHX Text 21.3'

AutoCAD SHX Text Water Tower

AutoCAD SHX Text Water Tower Support Leg

AutoCAD SHX Text

AutoCAD SHX Text 14 Parking

AutoCAD SHX Text Unknown Utility Pole

AutoCAD SHX Text 12"

AutoCAD SHX Text Covered Concrete

AutoCAD SHX Text C O N C R E T E

AutoCAD SHX Text G R A S S

AutoCAD SHX Text

GRASS

AutoCAD SHX Text G R A S S

AutoCAD SHX Text A S P H A L T

AutoCAD SHX Text Concrete "M" Curb

AutoCAD SHX Text W O O D D E C K

AutoCAD SHX Text X

AutoCAD SHX Text

CONCRETE

AutoCAD SHX Text W

AutoCAD SHX Text A S P H A L T

AutoCAD SHX Text C O N C R E T E

AutoCAD SHX Text No Structure Found

AutoCAD SHX Text

6" PVC

AutoCAD SHX Text

10" PVC

AutoCAD SHX Text

10" PVC

AutoCAD SHX Text

10" PVC

AutoCAD SHX Text

8" PVC

AutoCAD SHX Text

8" PVC

AutoCAD SHX Text

10" PVC

AutoCAD SHX Text

8" PVC

AutoCAD SHX Text C O N C R E T E

AutoCAD SHX Text Concrete Walk

AutoCAD SHX Text A S P H A L T

AutoCAD SHX Text

18" RCP

AutoCAD SHX Text

12" DIP

AutoCAD SHX Text G R A S S

AutoCAD SHX Text 6' Chain Link Fence

AutoCAD SHX Text Concrete "D" Curb

AutoCAD SHX Text G R A S S

AutoCAD SHX Text Overhang

AutoCAD SHX Text Covered Concrete

AutoCAD SHX Text Edge of Pavement

AutoCAD SHX Text 4' Hand Rail

AutoCAD SHX Text Hand Rail

AutoCAD SHX Text Concrete "D" Curb

AutoCAD SHX Text X

AutoCAD SHX Text A S P H A L T

AutoCAD SHX Text U

AutoCAD SHX Text Concrete "F" Curb

AutoCAD SHX Text

CONCRETE

AutoCAD SHX Text C O N C R E T E

AutoCAD SHX Text Top of Bank

AutoCAD SHX Text Toe of Slope

AutoCAD SHX Text 8' Concrete Walk

AutoCAD SHX Text 5' Concrete Walk

AutoCAD SHX Text A S P H A L T

AutoCAD SHX Text 12"

AutoCAD SHX Text

TBM #9

AutoCAD SHX Text 4' Hand Rail

AutoCAD SHX Text

TBM #10

AutoCAD SHX Text Covered Concrete Basketball Court

AutoCAD SHX Text Flood Zone AE

AutoCAD SHX Text Flood Zone X

AutoCAD SHX Text Ramp

AutoCAD SHX Text

CONC.

AutoCAD SHX Text 12"

AutoCAD SHX Text Shed

AutoCAD SHX Text S

AutoCAD SHX Text Sanitary Flapper Valve

AutoCAD SHX Text

8" PVC

AutoCAD SHX Text

6" PVC

AutoCAD SHX Text Overhang

AutoCAD SHX Text

42" RCP

AutoCAD SHX Text

12" DIP

AutoCAD SHX Text

15" RCP

AutoCAD SHX Text Planter

AutoCAD SHX Text Grass

AutoCAD SHX Text Concrete

AutoCAD SHX Text Ramp

AutoCAD SHX Text Grass

AutoCAD SHX Text Concrete

AutoCAD SHX Text Column

AutoCAD SHX Text

3" PVC

AutoCAD SHX Text 8' Chain Link Fence

AutoCAD SHX Text 5' Chain Link Fence

AutoCAD SHX Text 6' Chain Link Fence

AutoCAD SHX Text F.F.E. = 43.32'

AutoCAD SHX Text F.F.E.=42.32'

AutoCAD SHX Text F.F.E.=42.37'

AutoCAD SHX Text F.F.E.=41.88'

AutoCAD SHX Text F.F.E.=41.91'

AutoCAD SHX Text F.F.E.=41.77'

AutoCAD SHX Text F.F.E.=42.24'

AutoCAD SHX Text F.F.E.=42.59'

AutoCAD SHX Text F.F.E.=42.49'

AutoCAD SHX Text F.F.E.=39.06'

AutoCAD SHX Text F.F.E. = 42.22'

AutoCAD SHX Text F.F.E.=37.67'

AutoCAD SHX Text F.F.E.=33.31'

AutoCAD SHX Text F.F.E.=42.35'

AutoCAD SHX Text

CONCRETE

AutoCAD SHX Text F.F.E.=37.93'

AutoCAD SHX Text F.F.E.=42.36'

AutoCAD SHX Text F.F.E.=42.32'

AutoCAD SHX Text F.F.E.=40.95'

AutoCAD SHX Text F.F.E.=42.27'

AutoCAD SHX Text F.F.E.=40.35'

AutoCAD SHX Text F.F.E.=39.03'

AutoCAD SHX Text F.F.E. = 42.22'

AutoCAD SHX Text 20' Temporary Construction Easement per O.R. Book 2202, Page 62

AutoCAD SHX Text S 00°19'24" W218.59' (D)

AutoCAD SHX Text S 00°20'40" W 998.59' (D)

AutoCAD SHX Text

D-42 GRATE=36.75 21" INV.(SW)=31.05

AutoCAD SHX Text

D-41 GRATE=38.09 21" INV.(NE)=31.89 21" INV.(SE)=32.04 21" INV.(SW)=31.95

AutoCAD SHX Text

PROPOSED BUILDING ADDITION

AutoCAD SHX Text

WORK LIMITS

AutoCAD SHX Text

PROPOSED CANOPY

AutoCAD SHX Text

INV. = 34.28

AutoCAD SHX Text

108 S.Y. ~ TYPE 1 UTILITY TRENCH PATCH

AutoCAD SHX Text

129 LF ~ 6" ADS ROOF DRAIN COLLECTOR @ SLOPE 1.00%

AutoCAD SHX Text

CONNECT TO EXISTING INLET @ INV. = 33.00

AutoCAD SHX Text

WORK LIMITS

AutoCAD SHX Text F.F.E. = 42.32

AutoCAD SHX Text

PROPOSED CONCRETE RAMP (SEE ARCHITECTURAL PLANS FOR DETAILS)

AutoCAD SHX Text

CATCH BASIN ULTRA-GRATE GUARD*

AutoCAD SHX Text

203 S.Y. ~ TYPE 1 UTILITY TRENCH PATCH

AutoCAD SHX Text

ROOF DRAIN CLEAN OUT

AutoCAD SHX Text

CD103A

AutoCAD SHX Text

CD103A

AutoCAD SHX Text

CD103A

AutoCAD SHX Text

CD103C

AutoCAD SHX Text

( IN FEET )

AutoCAD SHX Text 1 inch = ft.

AutoCAD SHX Text

GRAPHIC SCALE

AutoCAD SHX Text

CD102

AutoCAD SHX Text

ADS ROOF DRAIN COLLECTOR

AutoCAD SHX Text

LEGEND

AutoCAD SHX Text

CONCRETE BOLLARD

AutoCAD SHX Text USE ULTRA-GRATE GUARD PART# 9276-SED, OR PART# 9276-SED, OR OR EQUIVALENT, FOR CATCH BASIN EROSION CONTROL.

AutoCAD SHX Text

( IN FEET )

AutoCAD SHX Text 1 inch = ft.

AutoCAD SHX Text

GRAPHIC SCALE

AutoCAD SHX Text

AutoCAD SHX Text Drawing Title

AutoCAD SHX Text Approved: Project Director

AutoCAD SHX Text Project Title

AutoCAD SHX Text Date

AutoCAD SHX Text Location

AutoCAD SHX Text Checked

AutoCAD SHX Text Building Number

AutoCAD SHX Text Project Number

AutoCAD SHX Text Drawing Number

AutoCAD SHX Text Drawn

AutoCAD SHX Text Dwg. of 35

AutoCAD SHX Text

CONSULTANTS:

AutoCAD SHX Text

JAMES A. HALEY VETERANS' HOSPITAL

AutoCAD SHX Text

ARCHITECT/ENGINEERS:

AutoCAD SHX Text

SPECIALTY TREATMENT EXPANSION

AutoCAD SHX Text

AutoCAD SHX Text 08/19/22

AutoCAD SHX Text one eighth inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text F

AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text one and one half inches = one foot

AutoCAD SHX Text one inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text three quarters inch = one foot

AutoCAD SHX Text one half inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text three eighths inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text one quarter inch = one foot

AutoCAD SHX Text

VA FORM 08-6231

AutoCAD SHX Text

AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text Office of Construction and Facilities Management

AutoCAD SHX Text

PROJECT- BUILDING #1

AutoCAD SHX Text

REVISION

AutoCAD SHX Text

DATE

AutoCAD SHX Text

WDH

AutoCAD SHX Text

CMH

AutoCAD SHX Text 100%%% Submittal

AutoCAD SHX Text 04/06/18

AutoCAD SHX Text Construction Set Submittal

AutoCAD SHX Text 05/25/18

AutoCAD SHX Text Bid Submittal per VA Comments

AutoCAD SHX Text 01/27/20

AutoCAD SHX Text Revisions to Meet Current Requirements

AutoCAD SHX Text 01/18/21

AutoCAD SHX Text Physical and Electrical Security Update

AutoCAD SHX Text 08/19/22

AutoCAD SHX Text

PHYS. AND ELEC. SECURITY UPDATE

AutoCAD SHX Text

REVISED PER BID COMMENT(S)

AutoCAD SHX Text 08/31/23 chadh Image

L O

C A

T E

I R

O X

I L

I Z

I N

V A

L V

A L

E E

P L

A T

F I R

Y D

R A

N T

O T

NOTES:

1. LOCATING WIRE TO BE INSTALLED IN EITHER THE ONE OR ELEVEN O'CLOCK POSITION ON ALL DUCTILE IRON 0R PVC (PRESSURE

MAINS). LOCATE WIRE SHALL ALSO BE INSTALLED ON ALL (HDPE) POLY MAIN PIPING (1:00 OR 11:00 POSITION, IF POSSIBLE).

2. SECURE LOCATING WIRE TO PVC & D.I.P. WATER MAIN BY USE OF DUCT TAPE OR ZIPPER TYPE PLASTIC TIE STRAPS SPACED AT A

MAXIMUM DISTANCE OF TEN (10') AND AT EACH SIDE OF BELL JOINT OR FITTING.

3. THE ENTIRE LOCATING SYSTEM SHALL BE SUBJECTED TO TESTING TO DETERMINE ITS RELIABILITY. WHERE INSTALLED UNDER

PAVEMENT AREAS, TESTING SHALL BE DONE PRIOR TO THE PLACEMENT OF PAVEMENT, UNLESS APPROVED OTHERWISE BY THE

ENGINEER.

4. LOCATING WIRE SHALL TERMINATE WITHIN AN ACTIVE VALVE BOX ( WITH A VALVE ) OR A METER BOX ( IF NO VALVE ) AT 475'

INTERVALS. SEE DETAIL PLATE W-44B. WIRE CONNECTIONS BELOW GROUND (OUTSIDE OF A BOX) SHALL BE AVOIDED.

5. REFER TO SECTION 350 FOR LOCATE WIRE SPECIFICATIONS.

6. " " INDICATES THAT THE WIRES ARE CONNECTED TOGETHER WITH A WATERPROOF CONNECTION. (SEE DETAIL W-44B)

7. " " INDICATES A WIRE PIG-TAIL (4' LONG)

8. FOR FIRE HYDRANT LOCATE WIRE REQUIREMENTS AND EXCLUSIONS, SEE PLATES W-12,13 AND 14.

9. AN "LW" CUT SHALL BE CARVED IN THE CONCRETE CURB AND PAINTED AT ALL LOCATE WIRE BOXES.

10. FOUR LANES OF TRAFFIC (HAVING TWO LANES OF TRAFFIC IN EACH DIRECTION) OR GREATER THE LOCATE WIRE AND VALVE BOX

SHALL BE OFF-SET TO THE RIGHT-OF-WAY.

S E

L A

S E

L A

T E

A LOCATE WIRE SHALL BE PLACED ON SERVICES 10FT OR GREATER.

W A

T E

E R

V I C

E o r

A R

G E

W A

T E

A I N o r

A R

G E

B R

A N

C H

F I R

Y D

R A

N T

WATER MAIN

S E

L A

475' MAX

(NOTE 4)

475' MAX

(NOTE 4)

10' MAX

L O

C A

I T

S E

A L

U I R

M A

L L

V I C

E S

R E

A T

G T

L O

C A

I L

I Z

I N

V A

L V

A L

P L

A T

L O

C A

H A

M I N

A T

I R

I N

F L

U S

H I N

Y D

R A

L O

C A

O X

U T

I L

I Z

I N

O P

O L

Y M

E R

M E

T E

O N

N E

C T

W I R

E T

H E

I T

W A

T E

R P

R O

O F

C O

N N

E C

T I O

LOCATE WIRE CONSTRUCTION FOR WATER MAINS

DEAD END

PLUGGED

DUCT TAPE OR ZIPPER

TYPE PLASTIC TIES

W A

T E

E R

V I C

E o r

M A

L L

E R

W M

PVC PIPE RESTRAINT JOINT SCHEDULE

PVC PIPE RESTRAINT NOTES:

1. THIS SCHEDULE SHALL BE UTILIZED ON ALL WATER, SEWER FORCE MAIN OR

RECLAIMED WATER SYSTEMS. ALL FITTINGS SHALL BE RESTRAINED TO LENGTHS

INDICATED ON THE ABOVE SCHEDULE, AT A MINIMUM.

2. ASSUMPTIONS: PVC PIPE, SAFETY FACTOR=1.5, TEST PRESSURE=150PSI, SOIL=GM OR

SM, TRENCH TYPE 3, DEPTH OF COVER=30 INCHES FOR 20" AND SMALLER PIPE SIZE

OR 36 INCHES FOR 24" AND LARGER PIPE SIZE.

3. BENDS AND VALVES: SHALL BE RESTRAINED ON EACH SIDE OF FITTING.

4. VERTICAL OFFSETS: ARE APPROX. 3 FEET COVER ON TOP AND APPROX. 8 FEET

COVER ON BOTTOM. PER THE DETAILS, Lu IS THE RESTRAINED LENGTH FOR THE

UPPER (TOP) LEVEL. Li IS THE RESTRAINED LENGTH FOR THE LOWER (DEEPER)

LEVEL. ASSUME 45 DEGREE BENDS.

5. TEES: TOTAL LENGTH BETWEEN FIRST JOINTS OR RESTRAINED LENGTH ON EITHER

SIDE OF TEE (RUN) SHALL BE A TOTAL DISTANCE OF 30 FEET (MIN). SEE SCHEDULE

ABOVE FOR RESTRAINT LENGTH ON TEE "BRANCH" LINE.

6. HDPE TO PVC TRANSITIONS: THE PVC PIPE SIDE SHALL BE RESTRAINED 35 FT (MIN).

7. THE INSTALLATION OF BELL HARNESS RESTRAINTS AT PVC JOINTS (DR-18 & 25 PIPE)

SHALL BE COMPLETED PER THE MANUFACTURERS RECOMMENDATION, WHICH

INCLUDES NOT OVER TIGHTENING THE PARALLEL RODS/NUTS. THESE NUTS SHOULD

ONLY BE SNUG TIGHT. THE HOME MARKS ON THE PIPE SHOULD ALWAYS BE VISIBLE

AFTER THE RESTRAINT IS INSTALLED. OVERHOMING THE JOINT MAY CAUSE A FAILURE

AT THE BELL RESULTING IN A SERVICE OUTAGE.

LENGTH (L) TO BE RESTRAINED

(SEE PLATE Nos. 38C & 38D FOR ADDITIONAL DETAILS)

NOMINAL

PIPE

SIZE

(IN.)

90°

BENDS

L (FT.)

45°

BENDS

L (FT.)

22.5°

BENDS

L (FT.)

11.25°

BENDS

L (FT.)

HORIZONTAL BENDS

L (FT.) L (FT.)

REDUCERS

L (FT.)

VALVES

DEAD

ENDS

SIZE

(IN.) L (FT.)

6x4 34

8x6 36

8x4 62

10x8 35

10x6 63

12x10 36

12x8 64

16x12 66

16x10 92

20x18 35

20x16 66

20x12 117

24x20 56

24x18 80

24x16 101

30x24 78

30x20 121

36x30 78

36x24 141

42x36 75

42x30 140

48x42 75

48x36 139

SEE NOTE 5

RUN

SIZE

(IN.)

BRANCH

SIZE

(IN.)

4 4

4 6

4 < LESS

L (FT.)

F.O.

8 8

6 < LESS

F.O.

10 10

6 < LESS F.O.

12 12

8 < LESS F.O.

16 16

10 < LESS F.O.

20 20

10 < LESS

F.O.

24 24

16 36

12 < LESS F.O.

30 30

20 60

16 < LESS F.O.

36 36

24 83

16 < LESS F.O.

42 42

30 124

24 59

16 < LESS F.O.

48 48

36 162

30 104

20 < LESS F.O.

F.O. = FITTING ONLY

TEES

45° BENDS

VERTICAL OFFSETS

(SEE NOTE 4)

LOWER

UPPER

20 5

20 33

16 5

12 14

10 5

FIRE HYDRANT LATERAL

MECHANICAL RESTRAINT DETAILS - I

TIE RODS

RESTRAINED BELL JOINT

BELL JOINT TO PLAIN END

W/MECHANICAL RESTRAINERS

TEE BOLT

RESTRAINED MECHANICAL JOINT

W/MECHANICAL RESTRAINERS

MECHANICAL JOINT TO PLAIN END

TEE BOLT

TO BE USED INSTEAD OF TOTAL RESTRAINED LENGTH (OPTIONAL) SIZE

AS PER THRUST BLOCK DETAIL (W-38). SEE DETAILS W-36 & W-37.

GENERAL NOTE:

1. PAY ITEM " * " DENOTES A RESTRAINT WHICH IS PAID FOR ON A PER EACH BASIS.

2. PAY ITEM " ** " DENOTES A RESTRAINT WHICH IS INCLUDED IN THE UNIT PRICE BID FOR FITTING OR VALVE.

3. INDICATES DIRECTION OF THRUST FORCE.

SECTION

TYPICAL PROFILE TYPICAL PROFILE

REDUCER

MECHANICAL JOINT SLEEVES

DEAD - END THRUST COLLAR ANCHOR

BELL Jt. P.V.C.

M.J. D.I. FITTINGS

PLAIN END P.V.C.

NO. OF TIE RODS REQUIRED

3" - 8" DIAMETER MAIN - 2 TIE RODS REQUIRED PER JOINT (3/4" ROD)

10" - 12" DIAMETER MAIN - 4 TIE RODS REQUIRED PER JOINT (3/4" ROD)

14" - 16" DIAMETER MAIN - 6 TIE RODS REQUIRED PER JOINT (3/4" ROD)

18" - 20" DIAMETER MAIN - 8 TIE RODS REQUIRED PER JOINT (3/4" ROD)

24" DIAMETER MAIN - 12 TIE RODS REQUIRED PER JOINT (3/4" ROD)

30" - 36" DIAMETER MAIN - 14 TIE RODS REQUIRED PER JOINT (1" ROD)

42" - 48" DIAMETER MAIN - 16 TIE RODS REQUIRED PER JOINT (1 1/4" ROD)

54" DIAMETER MAIN - 18 TIE RODS REQUIRED PER JOINT (1 1/4" ROD)

PLUG

BELL

RING

CLAMPING

RING

MECHANICAL RESTRAINT DETAILS - II

RUN

BRANCH

NOTES:

1. TOTAL LENGTH BETWEEN FIRST JOINTS OR RESTRAINED LENGTH ON EITHER SIDE OF TEE (RUN) SHALL

BE A TOTAL DISTANCE OF 30 FEET (MIN.).

2. PAY ITEM "*" DENOTES A RESTRAINT WHICH IS PAID FOR ON A PER EACH BASIC.

3. PAY ITEM "**" DENOTES A RESTRAINT WHICH IS INCLUDED IN THE UNIT PRICE BID FOR FITTING OR VALVE.

L L

HORIZONTAL BEND

DEAD END

UPPER BEND

VERTICAL OFFSET PROFILE

TEE

VALVE

LOWER BEND

ANGLE OF 45°

DIRECTION CHANGE

A S

S U

M E

P P

R O

ANGLE OF 45°

DIRECTION CHANGE

ANGLE OF DIRECTION CHANGE

A S

S U

M E

P P

R O

I N

E S

T R

A I N

G T

S E

O T

30°

4" BUILDING SERVICE

4" PVC 45° BEND

4" PVC 45° WYE SADDLE

WITH RUBBER GASKET

STAINLESS STEEL BAND

CLASS C-301 OR C-305

EXISTING SANITARY

SANITARY SEWER SERVICE CONNECTION DETAIL

CLEANOUT DETAIL

ttv architects, inc.

115 EAST FORSYTH ST

JACKSONVILLE, FLORIDA 32202

T 904.798.8333 F 904.798.8335 www.ttvarch.com

FL Lic#AA0002609

HADDAD ENGINEERING INC.

2955 HARTLEY ROAD

SUITE #205

JACKSONVILLE, FL 32257

T 904.262.5066 F 904.262.7139 www.haddadeng.com

08-19-2022 REVISIONS TO MEET CURRENT REQUIREMENTS

STANDARD CURB & GUTTER

AutoCAD SHX Text

LOCATE WIRE SYSTEM

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%%USIDE VIEW

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%%UTOP VIEW

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%%UNEW SANITARY SEWER LINE

AutoCAD SHX Text

PVC STOPPER

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PVC WYE

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BRANCH

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12" MIN.

AutoCAD SHX Text 45%%D

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FINISHED GRADE

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INV. ELEV. ON PLANS GIVEN AT THIS POINT

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1R-T CONCRETE VALVE JACKET

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( IN FEET )

AutoCAD SHX Text 1 inch = ft.

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GRAPHIC SCALE

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CD103C

AutoCAD SHX Text Drawing Title

AutoCAD SHX Text Approved: Project Director

AutoCAD SHX Text Project Title

AutoCAD SHX Text Date

AutoCAD SHX Text Location

AutoCAD SHX Text Checked

AutoCAD SHX Text Building Number

AutoCAD SHX Text Project Number

AutoCAD SHX Text Drawing Number

AutoCAD SHX Text Drawn

AutoCAD SHX Text Dwg. of 35

AutoCAD SHX Text

CONSULTANTS:

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JAMES A. HALEY VETERANS' HOSPITAL

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ARCHITECT/ENGINEERS:

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SPECIALTY TREATMENT EXPANSION

AutoCAD SHX Text

AutoCAD SHX Text 08/19/22

AutoCAD SHX Text one eighth inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text F

AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text one and one half inches = one foot

AutoCAD SHX Text one inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text three quarters inch = one foot

AutoCAD SHX Text one half inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text three eighths inch = one foot

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AutoCAD SHX Text one quarter inch = one foot

AutoCAD SHX Text

VA FORM 08-6231

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AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text D

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AutoCAD SHX Text B

AutoCAD SHX Text A

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AutoCAD SHX Text Office of Construction and Facilities Management

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PROJECT- BUILDING #1

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REVISION

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DATE

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WDH

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CMH

AutoCAD SHX Text 100%%% Submittal

AutoCAD SHX Text 04/06/18

AutoCAD SHX Text Construction Set Submittal

AutoCAD SHX Text 05/25/18

AutoCAD SHX Text Bid Submittal per VA Comments

AutoCAD SHX Text 01/27/20

AutoCAD SHX Text Revisions to Meet Current Requirements

AutoCAD SHX Text 01/18/21

AutoCAD SHX Text Physical and…

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File details come from the government source that posted it. Updated Sep 25, 2023.