36C25621R0136 Drawings 11-18.pdf

PDF 8 MB Posted Aug 9, 2021

Attached to: Z1DA--520-19-117 Repair Water Supply
Solicitation number: 36C25621R0136
Issued by: Department of Veterans Affairs Veterans Health Administration Veterans Integrated Service Network 16

About this file

Written by GovTribe AI · Dec 27, 2023

This is a presolicitation notice for solicitation number 36C25621R0136 to repair the water supply at the Gulf Coast Veterans Health Care System in Biloxi, Mississippi. The Department of Veterans Affairs will issue a request for proposal set aside 100% for service-disabled veteran-owned small businesses for project number 520-19-117. Interested offerors should monitor beta.SAM.gov for the RFP release on or around August 6, 2021, with proposals due around September 6, 2021. The contract award date is anticipated within 30 days of proposal receipt. The contract performance period is 365 days from notice to proceed. Offerors must meet SDVOSB and small business size standards, and register in the Vendor Information Pages and System for Award Management databases. The construction cost range is between $2 million to $5 million. The prime contractor must perform a minimum of 15% on-site work with own or other eligible SDVOSB employees for general construction, or 25% for specialty trades.

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Other files

File	Type	Posted
Pre-Award RFI Register 520-19-117 31 Aug 21.docx	DOCX document	Aug 31, 2021
36C25621R0136 0004.docx	DOCX document	Aug 31, 2021
36C25621R0136 0003.docx	DOCX document	Aug 24, 2021
VHA Directive 1193 COVID 2019 Vaccination August 13 2021.pdf	PDF	Aug 24, 2021
36C25621R0136 0002.docx	DOCX document	Aug 19, 2021
S04 Site Visit Sign-In Sheet - Proj 520-19-117.pdf	PDF	Aug 19, 2021
36C25621R0136 0001.docx	DOCX document	Aug 12, 2021
36C25621R0136 EXHIBIT E.docx	DOCX document	Aug 9, 2021
36C25621R0136 EXHIBIT D.docx	DOCX document	Aug 9, 2021
36C25621R0136 Drawings 1-4.pdf	PDF	Aug 9, 2021
36C25621R0136 WD MS20210050 04022021 Mod 2.pdf	PDF	Aug 9, 2021
36C25621R0136 EXHIBIT A.docx	DOCX document	Aug 9, 2021
36C25621R0136 EXHIBIT C.docx	DOCX document	Aug 9, 2021
36C25621R0136 Drawings 5-10.pdf	PDF	Aug 9, 2021
36C25621R0136 RFP.docx	DOCX document	Aug 9, 2021
36C25621R0136 Specifications 01.pdf	PDF	Aug 9, 2021
36C25621R0136 J_A.pdf	PDF	Aug 9, 2021
36C25621R0136 EXHIBIT F.docx	DOCX document	Aug 9, 2021
36C25621R0136 EXHIBIT B.docx	DOCX document	Aug 9, 2021
36C25621R0136 SOW .docx	DOCX document	Aug 9, 2021
36C25621R0136 ICRA.pdf	PDF	Aug 9, 2021

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GV-36

GV-4

GV-12

GV-13

GV-37

WV-75

WV-71

WV-78

WV-66

PIV-17

WV-52

PIV-21

WV-58

PIV-20

PIV-19

FH-32

FH-39

FH-31

FH-19

FH-21

FH-20

WV-76

WV-83

WV-77

4''W

8''W

8''W 8''W

8''W

2''W

FH-33

WV-53

WV-54

WV-64

WV-60

WV-65

WV-61

WV-67

REPLACE 8"

WATER LINE

REPLACE

REQ'D FIRE BP INSIDE BUILDING 21 ON STANDPIPE

REPLACE 8" WATER LINE

RELOCATE FH

REQ'D 2" GATE VALVES (2)

BP BP

FIRE

REQ'D 8" GATE

VALVE

REQ'D NEW 8" PVC WATER LINE

REQ'D NEW 2" PVC WATER LINE

REPLACE 8" GATE VALVE

TIE IN NEW 2" WATER MAIN

TO EXISTING WATER LINE

REQ'D 8" GATE VALVE

TIE EXISTING 8" WATER MAIN TO EXISTING

8" WATER LINE

REQ'D 8"

GATE VALVE

TIE IN NEW 8" WATER MAIN TO EXISTING

8" WATER LINE

ABANDON 8" WATER LINE AND FILL WITH

FLOWABLE FILL.

REPLACE

PIV

REPLACE

PIV

TIE IN FH-33 TO NEW 8" WATER LINE

TIE IN FH-39 TO EXISTING

8" WATER MAIN

1" = 30 US Feet

0 30 60

VAMC BILOXI, MS

WATER DISTRIBUTION

1011 N CAUSEWAY BLVD., SUITE 19

MANDEVILLE, LA 70471

PHONE: 985.624.5001

EMAIL: info@pi-aec.com

PRINCIPAL ENGINEERING WATER DISTRIBUTION

MAP 4:

PROPSED WORK

NOTES:

BACKFLOW PREVENTERS ARE REQUIRED AT BUILDING 18 AND 21. SEE

SCHEDULE ON SHEET 15 FOR TYPE AND SIZE INFORMATION.

LEGEND:

REPLACE 8" WATER LINE

ABANDON WATER LINE

EXISTING WATER LINE

NEW WATER LINE

8''W

2''W

8''W

02/21/2020

AutoCAD SHX Text Drawing Title

AutoCAD SHX Text Approved: Service Engineer

AutoCAD SHX Text Approved: Service Director

AutoCAD SHX Text Project Title

AutoCAD SHX Text Building Number

AutoCAD SHX Text Location

AutoCAD SHX Text Date

AutoCAD SHX Text Project No.

AutoCAD SHX Text Dwg.

AutoCAD SHX Text Of

AutoCAD SHX Text Checked

AutoCAD SHX Text Drawn

AutoCAD SHX Text

DRAWING NO.

AutoCAD SHX Text Office of Facilities

AutoCAD SHX Text Department of

AutoCAD SHX Text Veterans Affairs

AutoCAD SHX Text

VA FORM 08-6231, DEC 1989

AutoCAD SHX Text one-eighth inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text one-quarter inch = one foot

AutoCAD SHX Text three-eighths inch = one foot

AutoCAD SHX Text one-half inch = one foot

AutoCAD SHX Text three-quarters inch = one foot

AutoCAD SHX Text one inch = one foot

AutoCAD SHX Text one and one-half inches = one foot

AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text F

AutoCAD SHX Text

MATCHLINE: SEE SHEET 12

AutoCAD SHX Text

MATCHLINE: SEE SHEET 10

AutoCAD SHX Text

MATCHLINE: SEE SHEET 13

2" PVC

C O

V E

R E

I D

E W

A L K

GV-6

GV-5

GV-10

WV-57

WV-50

WV-49

WV-48

WV-42

WV-43

PIV-15

FH-30

FH-29

WV-46

WV-47

WV-56

''W

8''W 8''W 8''W 8''W 8''W 8''W

8''W

FH-40

REPLACE

REPLACE 8" WATER LINE

WITH 8" PVC WATER LINE

REQ'D 8" GATE VALVES (2)

REQ'D NEW 8" WATER LINE

REQ'D 8" GATE

VALVES (3)

TIE IN NEW 8" WATER

MAIN TO EXISTING

TIE IN NEW 8" WATER

MAIN TO EXISTING

NEW 8" PVC WATER MAIN

NEW 8" WATER MAIN

NEW 8" GATE VALVES (3)

NEW 2" PVC WATER LINE TO BULK

OXYGEN. REQ'D HOSE BIB LOCATION TO

BE DETERMINED BY OWNER

INSTALL CHLORINE MONITOR ON BUILDING

37. SEE SHEET 17 FOR DETAILS.

NEW 8" PVC WATER MAIN

REQ'D 8" GATE VALVES (2)

REQ'D 8" GATE

VALVES (2)

NEW 8" GATE VALVE

TIE IN NEW 8" WATER MAIN TO

EXISTING 8" WATER MAIN

REPLACE PIV

TIE IN NEW 8" PVC

WATER LINE TO

EXISTING 8" WATER LINE.

GV-6

GV-5

WV-50

WV-49

FH-30

WV-56

8''W 8''W

NEW 8" PVC WATER MAIN

TIE IN NEW 8" WATER LINE

INTO EXISTING

PENETRATE WALL OF BASEMENT. SEE VA

STANDARD DETAIL

NEW 8" WATER MAIN

NEW 8" PVC WATER MAIN

REQ'D 8" GATE VALVES (2)

REQ'D 8" GATE

VALVES (2)

NEW 8" GATE VALVE

TIE IN NEW 8" PVC

WATER LINE TO

EXISTING 8" WATER LINE.

1" = 30 US Feet

0 30 60

VAMC BILOXI, MS

WATER DISTRIBUTION

1011 N CAUSEWAY BLVD., SUITE 19

MANDEVILLE, LA 70471

PHONE: 985.624.5001

EMAIL: info@pi-aec.com

PRINCIPAL ENGINEERING WATER DISTRIBUTION

MAP 5:

PROPOSED WORK

LEGEND:

REPLACE 8" WATER LINE

ABANDON WATER LINE

EXISTING WATER LINE

NEW WATER LINE

8''W

2''W

8''W

02/21/2020

AutoCAD SHX Text Drawing Title

AutoCAD SHX Text Approved: Service Engineer

AutoCAD SHX Text Approved: Service Director

AutoCAD SHX Text Project Title

AutoCAD SHX Text Building Number

AutoCAD SHX Text Location

AutoCAD SHX Text Date

AutoCAD SHX Text Project No.

AutoCAD SHX Text Dwg.

AutoCAD SHX Text Of

AutoCAD SHX Text Checked

AutoCAD SHX Text Drawn

AutoCAD SHX Text

DRAWING NO.

AutoCAD SHX Text Office of Facilities

AutoCAD SHX Text Department of

AutoCAD SHX Text Veterans Affairs

AutoCAD SHX Text

VA FORM 08-6231, DEC 1989

AutoCAD SHX Text one-eighth inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text one-quarter inch = one foot

AutoCAD SHX Text three-eighths inch = one foot

AutoCAD SHX Text one-half inch = one foot

AutoCAD SHX Text three-quarters inch = one foot

AutoCAD SHX Text one inch = one foot

AutoCAD SHX Text one and one-half inches = one foot

AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text F

AutoCAD SHX Text

MATCHLINE: SEE SHEET 11

AutoCAD SHX Text

MATCHLINE: SEE SHEET 14

AutoCAD SHX Text

INSET 3

SEE INSET 3

COVERED SIDEWALK

GV-11

GV-17

GV-16

WV-59

PIV-24

WV-62

WV-63

PIV-H

FH-24

FH-23

FH-22

PIV-12

WV-82

WV-36

WV-79

WV-80

WV-81

WV-37

REQ'D 4" GATE VALVE

REPLACE 2" STEEL WATER LINE FROM BACKFLOW PREVENTER TO END OF PIER WITH 2" STEEL INSULATED PIPE.

REMOVE ABANDONED WATERLINE BY BUILDING 56. REPLACE BACKFLOW PREVENTER PER SCHEDULE ON SHEET 15.

RELOCATE LEGIONELLA EQUIPMENT TO ATTIC. SEE

SHEET 17 FOR DETAILS.

ABANDON WATER LINES

REQ'D 8" WATER VALVES (3)

REQ'D NEW 8" PVC WATER LINE

REQ'D NEW 2" PVC WATER LINE

TIE IN NEW 2" WATER MAIN

TO EXISTING 2" WATER LINE

REPLACE EXISTING 8" WATER MAIN

REQ'D NEW 2" VALVE

REPLACE PIV

1" = 30 US Feet

0 30 60

VAMC BILOXI, MS

WATER DISTRIBUTION

1011 N CAUSEWAY BLVD., SUITE 19

MANDEVILLE, LA 70471

PHONE: 985.624.5001

EMAIL: info@pi-aec.com

PRINCIPAL ENGINEERING WATER DISTRIBUTION

MAP 6:

PROPOSED WORK

LEGEND:

REPLACE 8" WATER LINE

ABANDON WATER LINE

EXISTING WATER LINE

NEW WATER LINE

8''W

2''W

8''W

02/21/2020

AutoCAD SHX Text Drawing Title

AutoCAD SHX Text Approved: Service Engineer

AutoCAD SHX Text Approved: Service Director

AutoCAD SHX Text Project Title

AutoCAD SHX Text Building Number

AutoCAD SHX Text Location

AutoCAD SHX Text Date

AutoCAD SHX Text Project No.

AutoCAD SHX Text Dwg.

AutoCAD SHX Text Of

AutoCAD SHX Text Checked

AutoCAD SHX Text Drawn

AutoCAD SHX Text

DRAWING NO.

AutoCAD SHX Text Office of Facilities

AutoCAD SHX Text Department of

AutoCAD SHX Text Veterans Affairs

AutoCAD SHX Text

VA FORM 08-6231, DEC 1989

AutoCAD SHX Text one-eighth inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text one-quarter inch = one foot

AutoCAD SHX Text three-eighths inch = one foot

AutoCAD SHX Text one-half inch = one foot

AutoCAD SHX Text three-quarters inch = one foot

AutoCAD SHX Text one inch = one foot

AutoCAD SHX Text one and one-half inches = one foot

AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text F

AutoCAD SHX Text

MATCHLINE: SEE SHEET 11

MATCHLINE: SEE SHEET 14

TEST-CP

? VALVE ?

I T

VALVE??

C O

V E

R E

P A

GV-46

GV-7

GV-9

GV-44

8" WATER

MAIN

WV-41

WV-40

PIV-16

FH-26

WV-44

PIV-14

WV-45

FH-28

WV-38

FH-25

PIV-13

WV-70

WV-39

FH-27

''W

W 8 W

''W

WV-68

WV-69

REMOVE

REPLACE

PIV

REPLACE 2

" GATE VALVE

REQ'D NEW 6" FEED WITH DOMESTIC BF

ADD TWO 6" GATE VALVES

TO BE DEMOLISHED BY OTHERS

''W

I R

''W

REQ'D 8" GATE VALVE

REQ'D 2" GATE VALVE

REQ'D 8" GATE VALVES (3)

REQ'D NEW 2" PVC

WATER LINE

TIE IN NEW 8" WATER LINE

INTO EXISTING

REQ'D NEW 2" PVC

WATER LINE

ABANDON EXISTING WATER LINE

TIE IN NEW 2" WATER LINE TO EXISTING HOSE BIB

FD CONNECTIONS

REPLACE

EXISTING 6" WATER LINE

W 8

NEW 8" WATER MAIN

PENETRATE WALL OF BASEMENT. SEE VA

STANDARD DETAIL. CONTRACTOR SHALL

COORDINATE WITH VA BEFORE

PENETRATING WALL.

TIE NEW 8" WATER MAIN TO EXISTING 6"

W/ 8" X 6" X 6" TEE.

NEW 8" WATER MAIN

SEE SHEET 17 FOR PIPING MODIFICATIONS

TO MECHANICAL ROOM AND BASEMENT OF

BUILDING 3.

1" = 30 US Feet

0 30 60

VAMC BILOXI, MS

WATER DISTRIBUTION

1011 N CAUSEWAY BLVD., SUITE 19

MANDEVILLE, LA 70471

PHONE: 985.624.5001

EMAIL: info@pi-aec.com

PRINCIPAL ENGINEERING WATER DISTRIBUTION

MAP 7:

PROPOSED WORK

NOTES:

1. BACKFLOW PREVENTERS ARE REQUIRED AT BUILDING 1. SEE

SCHEDULE ON SHEET 15 FOR TYPE AND SIZE INFORMATION.

2. NEW 8" WATER LINE IN BUILDING 3 BASEMENT SHALL BE INSTALLED

USING HANGERS PER VA STANDARDS.

3. ANCHORS FOR HANGERS SHALL ONLY BE SET AT NIGHT (5:00 PM-

12:00 AM).

4. NEW 8" WATER LINE IN BUILDING 3 BASEMENT SHALL BE INSULATED

PER VA STANDARDS.

LEGEND:

REPLACE 8" WATER LINE

ABANDON WATER LINE

EXISTING WATER LINE

NEW WATER LINE

8''W

2''W

8''W

02/21/2020

AutoCAD SHX Text Drawing Title

AutoCAD SHX Text Approved: Service Engineer

AutoCAD SHX Text Approved: Service Director

AutoCAD SHX Text Project Title

AutoCAD SHX Text Building Number

AutoCAD SHX Text Location

AutoCAD SHX Text Date

AutoCAD SHX Text Project No.

AutoCAD SHX Text Dwg.

AutoCAD SHX Text Of

AutoCAD SHX Text Checked

AutoCAD SHX Text Drawn

AutoCAD SHX Text

DRAWING NO.

AutoCAD SHX Text Office of Facilities

AutoCAD SHX Text Department of

AutoCAD SHX Text Veterans Affairs

AutoCAD SHX Text

VA FORM 08-6231, DEC 1989

AutoCAD SHX Text one-eighth inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text one-quarter inch = one foot

AutoCAD SHX Text three-eighths inch = one foot

AutoCAD SHX Text one-half inch = one foot

AutoCAD SHX Text three-quarters inch = one foot

AutoCAD SHX Text one inch = one foot

AutoCAD SHX Text one and one-half inches = one foot

AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text F

AutoCAD SHX Text

MATCHLINE: SEE SHEET 13

AutoCAD SHX Text

MATCHLINE: SEE SHEET 12

SEE INSET 3 ON SHEET 12

VAMC BILOXI, MS

WATER DISTRIBUTION

NOTES:

(1) BACKFLOW PREVENTER PLACED ON DOMESTIC LINE BUT IS CURRENTLY NOT IN OPERATION. SEE SHEET 17

FOR DETAILS.

(2) BACKFLOW PREVENTER ON FIRE LINE TO BE PLACED ON STANDPIPE INSIDE BUILDING 21.

FIRE HYDRANT SCHEDULE

ID REPLACE RELOCATE REMOVE

FH-2 X

FH-6 X

FH-7 X

FH-8 X

FH-16 X

FH-18 X

FH-25 X

FH-26 X

FH-30 X

FH-31 X

FH-32 X X

MAIN GATE X

BACKFLOW PREVENTER SCHEDULE

BUILDING

DOMESTIC BP (SIZE) FIRE BP (SIZE)

1 8" 8"

3 4"

(SEE NOTE 1)

5 4"

9 2" 4"

10 2"

18 4"

21 4"

(SEE NOTE 2)

27 8"

49 2" (HOSE BIB)

52 2" 6"

53 8"

56 2"

TRAILER AREAS (2) 2",2"

CHILLER PLANT 6"

m m

WALL LINE

REDUCED PRESSURE PRINCIPLE BACKFLOW

PREVENTER WITH GATE VALVES

PLAN

AIR GAP FITTING

WATER LINE FROM METER

PIPE TO DRAIN (TYPICAL)

FINISHED FLOOR

COLD WATER TO SYSTEM

PIPE SUPPORT

ELEVATION

I N m m

T O

L I E

O P

E N

I N

G S

BACKFLOW PREVENTER PIPING

SCALE: NTS

OPTIONAL D.I. SPOOL PIECES AS REQUIRED

2'X 2'X 4" CONC. SLAB

3'- 0"

(3) 2"X 12"X 4'

CYPRESS, PRESSURE

TREATED TIMBER OR

OAK DUNNAGE.

FOR PROPER PLACEMENT OF HYDRANT.

6" GATE VALVE

FIRE HYDRANT

MAIN.

FIRE HYDRANT ASSEMBLY DETAIL

SCALE: NTS

1011 N CAUSEWAY BLVD., SUITE 19

MANDEVILLE, LA 70471

PHONE: 985.624.5001

EMAIL: info@pi-aec.com

PRINCIPAL ENGINEERING WATER DISTRIBUTION

DETAILS (1 OF 2)

PIV SCHEDULE

ID BUILDING

PIV-2 9 REPLACE

PIV-5 52 REPLACE

PIV-6 26 REMOVE

PIV-11 5 REPLACE

PIV-12

2 REPLACE

PIV-13

53 REPLACE

PIV-15

30 REPLACE

PIV-16

1 REPLACE

PIV-19

17 REPLACE

PIV-20

18 REPLACE

02/21/2020

CASING RESTRAINT DETAIL

SCALE: NTS

RESTRAINED FITTING

CASING SEAL WITH STAINLESS STEEL BANDS.

(TYP. BOTH ENDS OF CASING)

STAINLESS STEEL FLAT WASHERS AND NUTS BOTH

SIDES OF FLANGES AND BOTH SIDES OF ANGLE IRON.

(TYP.)

STEEL CASING

2 - 3/4" STAINLESS STEEL RODS

3" X 3" X 1/2" X 4" LONG STEEL ANGLE WELDED TO

CASING. WELD ALL AROUND (USE TWO 1/2" GUSSETTS

AS STIFFENERS). (TYP.)

CASING SPACER

CARRIER PIPE, RESTRAINED

NOTES:

ALL CASING ENDS SHALL BE RESTRAINED TO THE NEAREST FITTING.

THRUST BLOCKING DETAILS

SCALE: NTS

2" X 12" X 3' BOARDS

PZ 22 STEEL SHEET PILE

(MIN. 10 FT. LONG) (TYP.)

2" X 12" X 3' BOARDS

2" X 12" X 14" BOARDS

NOTES:

NUMBERS AND DIMENSIONS OF REQUIRED BOARDS WILL DEPEND ON THE PIPE SIZE AND TRENCH WIDTH AND

SHALL BE DESIGNED ACCORDINGLY. BOARDS AND STEEL SHEET PIPE SIZES AND DIMENSIONS SHOWN ARE

TYPICAL FOR EIGHT-INCH PIPE. BOARD SHALL BE CYPRESS, PRESSURE TREATED TIMEED TIMBER OR OAK

DUNNAGE. THRUST BLOCKING DETAIL FOR LARGER PIPES SHALL BE SUBMITTED TO JEFFERSON PARISH FOR

APPROVAL.

* UNLESS FIELD CONDITIONS AND / OR SPECIAL DESIGN CONDITIONS NECESSITATE, USE OF THRUST BLOCKING

SHALL NOT BE PERMITTED. THRUST BLOCKS ARE PERMITTED ONLY WHEN AN ADEQUATE LENGTH OF PIPE CAN

NOT BE RESTRAINED DUE TO FIELD CONDITIONS AND . OR FOR TEMPORARY CONSTRUCTION.

2" X 12" X 14" BOARDS

PZ 22 STEEL SHEET PILE

(MIN. 10 FT. LONG) (TYP.)

2" X 12" X 3' BOARDS

2" X 12" X 14" BOARDS

VALVE BOX DETAIL

SCALE: NTS

6' X 4' X 2' DEEP CRUSHED LIMESTONE

BEDDING BENEATH VALVE.

(2) 2" X 12" X 6' CYPRESS OR OAK BOARDS.

8" PVC (C-900). EAST JORDAN 8550 SERIES. (SCREW

TYPE) OR TYLER/UNION. 6860 SERIES.

GATE / BUTTERFLY VALVE.

EAST JORDAN 8550 SERIES VALVE BOX TOP (PRODUCT

#8550701 OU) & 6800 VALVE BOX COVER (PRODUCT

#06800001) OR TYLER UNION UPCODE 145325 DROP LID

& UPCODE 144939 VALVE BOX TOP OR SIP INDUSTRIES

ITEM 6351 LID & ITEM 60001 VALVE BOX TOP OR

APPROVED EQUAL.

2' X 2' X 4" CONC. SLAB.

(NON TRAFFIC AREAS ONLY).

AutoCAD SHX Text Drawing Title

AutoCAD SHX Text Approved: Service Engineer

AutoCAD SHX Text Approved: Service Director

AutoCAD SHX Text Project Title

AutoCAD SHX Text Building Number

AutoCAD SHX Text Location

AutoCAD SHX Text Date

AutoCAD SHX Text Project No.

AutoCAD SHX Text Dwg.

AutoCAD SHX Text Of

AutoCAD SHX Text Checked

AutoCAD SHX Text Drawn

AutoCAD SHX Text

DRAWING NO.

AutoCAD SHX Text Office of Facilities

AutoCAD SHX Text Department of

AutoCAD SHX Text Veterans Affairs

AutoCAD SHX Text

VA FORM 08-6231, DEC 1989

AutoCAD SHX Text one-eighth inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text one-quarter inch = one foot

AutoCAD SHX Text three-eighths inch = one foot

AutoCAD SHX Text one-half inch = one foot

AutoCAD SHX Text three-quarters inch = one foot

AutoCAD SHX Text one inch = one foot

AutoCAD SHX Text one and one-half inches = one foot

AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

TYPICAL VERTICAL (UNDER) OR HORIZONTAL OFFSET DETAILS

FOR WATER AND SEWER FORCE MAINS

TYPICAL VERTICAL (OVER) OR HORIZONTAL OFFSET DETAILS

FOR WATER AND SEWER FORCE MAINS

VAMC BILOXI, MS

WATER DISTRIBUTION

1011 N CAUSEWAY BLVD., SUITE 19

MANDEVILLE, LA 70471

PHONE: 985.624.5001

EMAIL: info@pi-aec.com

PRINCIPAL ENGINEERING WATER DISTRIBUTION

DETAILS (2 OF 2)

NOTES:

(1) CONTRACTOR SHALL REMOVE THREE ABOVE-GROUND BACKFLOW PREVENTERS. ONE LOCATION IS ALONG

VETERANS DRIVE AND TWO ARE ADJACENT TO WATER TOWER NEAR CEMETERY, CONTRACTOR SHALL DISPOSE

OF ABANDONED BACKFLOW PREVENTERS.

(2) CONTRACTOR SHALL COORDINATE ANY REQUIRED WATER SHUTDOWN WITH VA STAFF TO REDUCE IMPACT TO

HOSPITAL.

(3) CONTRACTOR SHALL TOTALLY REMOVE BOLLARDS AND ANY CONCRETE FOUNDATION.

(4) CONTRACTOR SHALL PROVIDE AND INSTALL ANY REQUIRED 8" PIPING AND FITTINGS / APPURTENANCES TO

RESTORE PIPE UNDERGROUND.

NOTES:

(1) CONTRACTOR SHALL REMOVE FIRE PLUG AT GATEHOUSE AND REPLACE WITH FIRE HYDRANT.

(2) CONTRACTOR SHALL FIELD LOCATE WATER MAIN AND COORDINATE REQUIRED SHUTDOWNS WITH VA STAFF TO

REDUCE IMPACT TO HOSPITAL.

BACKFLOW PREVENTER DEMOLITION (TYP.)

FIRE PLUG AT GATEHOUSE DEMOLITION

WATER METER INFORMATION

BUILDING LOCATION SIZE

GRACELAND N O BACKFLOW 2"

FIELD BY GRACELAND BACKFLOW BY PARKING LOT ACROSS STREET FROM BLDG 31 2"

31 BACKFLOW ON RIGHT SIDE OF FRONT MAIN ENTRANCE 1"

29 BACKFLOW IN GRASS ON N / W CORNER ACROSS FROM S / E CORNER OF T102 2"

14 BACKFLOW ON WEST SIDE OF BLDG BESIDE THE FIRE MAIN BACKFLOW 2"

17 BACKFLOW BY MAIN ROAD ON EAST SIDE OF BLDG IN FRONT OF ELECTRICAL SWITCH / TRANSFORMER 2"

28 BACKFLOW IN GROUND (GREEN BOX) ON SOUTH SIDE (BEHIND GARAGE) MIDDLEOF BLDG, BESIDE WATER INLET TO BLDG. 2"

30 BACKFLOW IN GROUND (GREEN BOX) ON S / W CORNER IN GRASS BESIDE POLICE PARKING 2"

CHAPEL BACKFLOW BEHIND BLDG 1 BY TRANSFORMERS (WEST SIDE OF VALET DROP OFF LOOP) 2"

15 BACKFLOW ON THE RIGHT SIDE OF DOOR BY LOADING DOCK, BY LARGE FUEL TANK 2"

FOUNTAIN (FILL) BACKFLOW IN GROUND (GREEN BOX) ON WEST SIDE OF THE PUMP VAULT 2"

FOUNTAIN IRRIGATION BACKFLOW BESIDE MAIN WALKWAY ACROSS THE STREET FROM BLDG 3 MAIN ENTRANCE 2"

19 BACKFLOW ON WEST SIDE BESIDE WEST ENTRANCE ACROSS THE STREET FROM BRIDGE. 2"

25 BACKFLOW ON N / W CORNER NEAR BASKETBALL COURT AND BESIDE ELECTRIC SCOOTER CHARGING STATIONS. 2"

2 NO BACKFLOW (WAS INSIDE CONTRACTOR AREA - CONTRACTOR RAN OVER, LARGE ORANGE CONE ON TOP OF PIPE REPAIR) 2"

1 BACKFLOW IN GRASS ON RIGHT SIDE OF MAIN ENTRANCE 1"

53 BACKFLOW IN FRONT GRASS ON LEFT SIDE OF MAIN ENTRANCE 2"

NOTES:

(1) CONTRACTOR SHALL PROVIDE AND REPLACE WATER METERS THAT ARE CURRENTLY AT THE LOCATIONS

SHOWN ABOVE.

(2) CONTRACTOR SHALL COORDINATE WITH VA STAFF TO DETERMINE LOCATION OF NEW WATER METER AND

REQUIRED WATER METER BOXES.

(3) CONTRACTOR SHALL COORDINATE WITH TIM HORNOCKER AT (601) 329 - 1731 FOR INFORMATION TO HOOK UP

NEW METERS INTO THE EXISTING SIEMENS PLATFORM.

02/21/2020

AutoCAD SHX Text 1'- 0"

AutoCAD SHX Text

DUCTILE IRON OR

AutoCAD SHX Text

P.V.C. (C-900) PIPE

AutoCAD SHX Text

(TYP.).

AutoCAD SHX Text

EXIST. PIPE

AutoCAD SHX Text

RESTRAINED JOINT

AutoCAD SHX Text

LONG BODY TRANSITION

AutoCAD SHX Text

COUPLING (TYP.)

AutoCAD SHX Text

EXISTING PIPE

AutoCAD SHX Text

(TO REMAIN)

AutoCAD SHX Text

CONFLICTING UTILITY

AutoCAD SHX Text

OR STRUCTURE

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40' MIN.

AutoCAD SHX Text 1'- 0"

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REQUIRED MIN. RESTRAINED LENGTH.

AutoCAD SHX Text

(TYP.)

AutoCAD SHX Text

EXISTING PIPE

AutoCAD SHX Text

(TO REMAIN)

AutoCAD SHX Text

12" MIN.

AutoCAD SHX Text

CLEARANCE

AutoCAD SHX Text

(FOR PIPES 8"%%C

AutoCAD SHX Text

AND SMALLER)

AutoCAD SHX Text

EXIST. PIPE

AutoCAD SHX Text

(FOR PIPES 10"%%C

AutoCAD SHX Text

AND LARGER)

AutoCAD SHX Text

DUCTILE IRON OR

AutoCAD SHX Text

P.V.C. (C-900) PIPE

AutoCAD SHX Text

D.I. FITTINGS WITH

AutoCAD SHX Text

(TYP.)

AutoCAD SHX Text

20' MIN.

AutoCAD SHX Text

(TYP.).

AutoCAD SHX Text EXCEPTION. MINIMUM CLEARANCE SHALL BE 18" BETWEEN POTABLE WATER AND SANITARY SEWER LINES.

AutoCAD SHX Text

MIN.

AutoCAD SHX Text

MIN.

AutoCAD SHX Text N.T.S.

AutoCAD SHX Text

EXIST. PIPE

AutoCAD SHX Text 1'- 0"

AutoCAD SHX Text

20' MIN.

AutoCAD SHX Text

DUCTTILE IRON PIPE.

AutoCAD SHX Text

40' MIN.

AutoCAD SHX Text

EXIST. PIPE

AutoCAD SHX Text

DUCTILE IRON PIPE

AutoCAD SHX Text

(TYP.)

AutoCAD SHX Text

(FOR PIPES 8"%%C

AutoCAD SHX Text

AND SMALLER)

AutoCAD SHX Text

EXISTING PIPE

AutoCAD SHX Text

(TO REMAIN)

AutoCAD SHX Text

DUCTILE IRON

AutoCAD SHX Text

PIPE (TYP.)

AutoCAD SHX Text

CONFLICTING UTILITY

AutoCAD SHX Text

OR STRUCTURE

AutoCAD SHX Text

D.I. FITTINGS WITH

AutoCAD SHX Text

MIN.

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LONG BODY TRANSITION

AutoCAD SHX Text

COUPLING (TYP.)

AutoCAD SHX Text

(FOR PIPES 10"%%C

AutoCAD SHX Text

AND LARGER).

AutoCAD SHX Text

EXISTING PIPE

AutoCAD SHX Text

(TO REMAIN)

AutoCAD SHX Text

RESTRAINED JOINTS

AutoCAD SHX Text

(TYP.)

AutoCAD SHX Text N.T.S.

AutoCAD SHX Text 6" "PREFERRED MIN. CLEARANCE. THIS 6" CLEARANCE CAN BE REDUCED TO 2" "ABSOLUTE" MIN. CLEARANCE WHERE COVER IS LIMITED IN WHICH CASE NEOPRENE PADS SHALL BE UTILIZED TO SUPPORT THE D.I. PIPEOVER THE CONFLICTING UTILITY AND/OR STRUCTURE.

AutoCAD SHX Text

REQUIRED MIN. RESTRAINED LENGTH.

AutoCAD SHX Text EXCEPTION. MINIMUM CLEARANCE SHALL BE 18" BETWEEN POTABLE WATER AND SANITARY SEWER LINES.

AutoCAD SHX Text

AutoCAD SHX Text Drawing Title

AutoCAD SHX Text Approved: Service Engineer

AutoCAD SHX Text Approved: Service Director

AutoCAD SHX Text Project Title

AutoCAD SHX Text Building Number

AutoCAD SHX Text Location

AutoCAD SHX Text Date

AutoCAD SHX Text Project No.

AutoCAD SHX Text Dwg.

AutoCAD SHX Text Of

AutoCAD SHX Text Checked

AutoCAD SHX Text Drawn

AutoCAD SHX Text

DRAWING NO.

AutoCAD SHX Text Office of Facilities

AutoCAD SHX Text Department of

AutoCAD SHX Text Veterans Affairs

AutoCAD SHX Text

VA FORM 08-6231, DEC 1989

AutoCAD SHX Text one-eighth inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text one-quarter inch = one foot

AutoCAD SHX Text three-eighths inch = one foot

AutoCAD SHX Text one-half inch = one foot

AutoCAD SHX Text three-quarters inch = one foot

AutoCAD SHX Text one inch = one foot

AutoCAD SHX Text one and one-half inches = one foot

AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

DUAL 6" BACKFLOW PREVENTERS

8" X 6" X 6" TEE

EXISTING 6"

RELOCATE EXISTING 6" DUAL

BACKFLOW PREVENTERS

REQ'D BOOSTER PUMPS

4" RISER

4" BACKFLOW PREVENTER

5" GALVANIZED PIPE OVERHEAD

(UNUSED)

4" COPPER PIPE

(UNUSED)

4" RISER

EXISTING 5" GALVANIZED PIPE OVERHEAD

TIE INTO EXISTING 4" OVERHEAD

COPPER PIPE

REQ'D 5" TO 4" REDUCER

REQ'D 4" BACKFLOW PREVENTER

4" GATE VALVE (TYP.)

4" COPPER PIPE

4" GATE VALVE (TYP.)

REQ'D 4" WATER BOOSTER PUMPS (2)

(SET ON SKID ON FLOOR)

4" x 4" x 4" TEE. PUT 3/4"BALL

VALVE FOR AIR RELEASE.

VAMC BILOXI, MS

WATER DISTRIBUTION

1011 N CAUSEWAY BLVD., SUITE 19

MANDEVILLE, LA 70471

PHONE: 985.624.5001

EMAIL: info@pi-aec.com

PRINCIPAL ENGINEERING PIPING AND EQUIPMENT

MODIFICATIONS

(1) CONTRACTOR SHALL REUSE OR PROVIDE NEW SKID OR PAD FOR PUMPS.

(2) BOOSTER PUMP SYSTEM TO BE INSTALLED PER SPECIFICATIONS PROVIDED BY METROPOLITAN INDUSTRIES.

CONTACT MIKE PONX AT (815) 328 - 5065.

(3) CONTRACTOR SHALL MAKE ALL MEASUREMENTS AS NEEDED TO FURNISH AND INSTALL REQUIRED SYSTEM.

EXISTING LAYOUT

PROPOSED LAYOUT

BUILDING 3 BACKFLOW PREVENTER MODIFICATIONS (BASEMENT)

EXISTING PIPE LAYOUT

PROPOSED PIPE LAYOUT

DEDICATED SPD BOOSTER PUMP (BLDG 3 MECHANICAL ROOM)

(1) CONTRACTOR SHALL RELOCATE LEGIONELLA EQUIPMENT SHOWN ABOVE FROM GROUND FLOOR

MECHANICAL ROOM TO THE ATTIC OF BLDG 15.

(2) THE SPECIFIC LOCATION IN THE ATTIC IS TO BE COORDINATED WITH THE COR.

(3) INSTALLATION IN ATTIC SHALL BE PER MANUFACTURES' RECOMMENDATIONS AND

SPECIFICATIONS.

(4) A POTABLE WATER SOURCE AND 120V POWER ARE REQUIRED FOR THE RELOCATION SITE. BOTH

ARE AVAILABLE IN THE ATTIC.

(5) THE EQUIPMENT CONTINUOUSLY DISCHARGES WATER. CONTRACTOR SHALL PROVIDE COPPER

DRAIN LINE TO DISCHARGE TO NEAREST FLOOR DRAIN.

(6) TWO CONDUITS MUST BE RUN FROM LEGIONELLA EQUIPMENT IN ATTIC TO CONTROL PANEL THAT

WILL REMAIN IN THE GROUND FLOOR MECHANICAL ROOM. SEE BUILDING MECHANICAL DRAWINGS

FOR MORE INFORMATION.

LEGIONELLA EQUIPMENT RELOCATION (BLDG 15)

CHLORINE MONITORING INSTALLATION (BLDG 35 AND 37)

BLDG 37 LOCATION

BLDG 35 LOCATION

(1) CONTRACTOR SHALL INSTALL A CHLORINE MONITORING SYSTEM AT BOTH BLDG 35 AND BLDG 37 PER THE SPECIFICATIONS BELOW.

(2) LOCATION OF PANEL INSTALLATION SHALL BE ADJACENT TO OUTSIDE OF BUILDING AS SHOWN IN PHOTOS ABOVE.

(3) A 1" PIPE SHALL BE INSTALLED FROM THE DISCHARGE OF THE PNEUMATIC TANKS TO THE PANEL. AT BLDG 37 THIS LINE WILL BE ABOVE GROUND, CONNECTED TO THE CONCRETE SLAB AND PROTECTED.

(4) CONTRACTOR SHALL PROVIDE POWER TO THE PANELS FROM THE SOURCE AT EACH SITE.

LOCATION

PANEL

THE CONTRACTOR SHALL PROVIDE THE FOLLOWING EQUIPMENT IN ACCORDANCE WITH THE SPECIFICATIONS:

O 2 EA PHIGENICS WME-1075 PWA BASE MONITORING SYSTEM 2.0

THE CONTRACTOR SHALL PROVIDE TECHNICAL SUPPORT DURING INSTALLATION AND STARTUP OF THE

EQUIPMENT.

SPECIFICATIONS:

THE CHLORINE MONITOR MUST MEET THE FOLLOWING MINIMUM REQUIREMENTS:

· MEASURE FREE RESIDUAL OXIDANT (FRO) OR TOTAL RESIDUAL OXIDANT (TRO) IN POTABLE WATER SYSTEMS

USING THE EPA ACCEPTED DPD COLORIMETRIC TEST METHOD FOR MEASURING CHLORINE.

· MEASURE CHLORINE RESIDUALS AT CONFIGURABLE FREQUENCIES AS SHORT AS 110 SECONDS.

· SUPPORT WATER SAMPLE TEMPERATURES DIRECTLY OF UP TO 131°F, AND UP TO 150°F USING A SAMPLE

COOLER (SAMPLE COOLER AVAILABLE FOR ADDITIONAL COST).

· SUPPORT AMBIENT TEMPERATURES OF UP TO 104°F

· COMPLY WITH US EPA REGULATION 40 CFR 140.74, STANDARD METHOD 4500-CLG, AND US EPAMETHOD

334.0 “DETERMINATION OF RESIDUAL CHLORINE IN DRINKING WATER USING AN ONLINE CHLORINE

ANALYZER.”

· SUPPORT A MODBUS INTERFACE.

· 4-20MA OUTPUT THAT IS PROPORTIONAL TO THE CHLORINE MEASUREMENT.

· 2 ALARM RELAYS THAT ARE CONFIGURABLE TO ACTIVATE BASED ON THE CHLORINE MEASUREMENT

THE DATA LOGGING DEVICE MUST MEET THE FOLLOWING MINIMUM CRITERIA:

· AUTOMATICALLY COLLECT AND LOG DATA AT USER SELECTED INTERVALS.

· LOG DEVICE DATA DATE/TIME STAMPS AND STORE IN NON-VOLATILE MEMORY.

· STORE INTERVAL DATA LOCALLY UNTIL THE NEXT SCHEDULED UPLOAD.

· SUPPORT A MODBUS INTERFACE PLUS EIGHT ADDITIONAL ANALOG OR PULSE INPUT SIGNALS.

· CAPABLE OF TRANSPORTING DATA SECURELY TO SERVERS OWNED AND OPERATED BY THE EQUIPMENT

SUPPLIER OVER A CELLULAR, ETHERNET WIDE AREA NETWORK (WAN), OR WIFI CONNECTION, AS REQUIRED.

· CAPABLE OF PROVIDING SECURE DATA ACCESS AND ANALYSIS USING ANY INTERNET CONNECTED DEVICE.

· NEMA 4X RATING

INSTALL PARAMETERS

· DIMENSIONS: 24"W X 51"H X 9"D

· PANEL UNISTRUT SIZE: 1.5" X 1.5" X 1/8"

· WEIGHT: 50 LB

· MUST BE MOUNTED TO A FLAT SURFACE

CONTRACTOR SHALL PROVIDE THE FOLLOWING REQUIRED UTILITIES FOR INSTALLATION. CONTRACTOR SHALL

COORDINATE WITH COR FOR LOCATION OF CLOSEST UTILITY.

· ONE WATER TAP TO PROVIDE A SAMPLE POINT FROM THE WATER SUPPLY LINE.

· ONE WATER DRAIN FOR THE SAMPLE LINE

· ONE 110V ELECTRICAL OUTLET

02/21/2020

(1) BOOSTER PUMP SYSTEM TO BE INSTALLED PER SPECIFICATIONS PROVIDED BY METROPOLITAN

INDUSTRIES. CONTACT MIKE PONX AT (815) 328 - 5065.

(2) CONTRACTOR SHALL MAKE ALL MEASUREMENTS AS NEEDED TO FURNISH AND INSTALL

REQUIRED SYSTEM.

AutoCAD SHX Text Drawing Title

AutoCAD SHX Text Approved: Service Engineer

AutoCAD SHX Text Approved: Service Director

AutoCAD SHX Text Project Title

AutoCAD SHX Text Building Number

AutoCAD SHX Text Location

AutoCAD SHX Text Date

AutoCAD SHX Text Project No.

AutoCAD SHX Text Dwg.

AutoCAD SHX Text Of

AutoCAD SHX Text Checked

AutoCAD SHX Text Drawn

AutoCAD SHX Text

DRAWING NO.

AutoCAD SHX Text Office of Facilities

AutoCAD SHX Text Department of

AutoCAD SHX Text Veterans Affairs

AutoCAD SHX Text

VA FORM 08-6231, DEC 1989

AutoCAD SHX Text one-eighth inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text one-quarter inch = one foot

AutoCAD SHX Text three-eighths inch = one foot

AutoCAD SHX Text one-half inch = one foot

AutoCAD SHX Text three-quarters inch = one foot

AutoCAD SHX Text one inch = one foot

AutoCAD SHX Text one and one-half inches = one foot

AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

VAMC BILOXI, MS

WATER DISTRIBUTION

1011 N CAUSEWAY BLVD., SUITE 19

MANDEVILLE, LA 70471

PHONE: 985.624.5001

EMAIL: info@pi-aec.com

PRINCIPAL ENGINEERING SITE DETAILS

NOTES:

1. EXPANSION JOINTS SHALL BE LOCATED WHERE SIDEWALK ABUT CONCRETE DRIVEWAYS, CURB OR OTHER ADJACENT STRUCTURES.

2. ONE-HALF INCH BITUMINOUS JOINT FILLER SHALL BE INSTALLED AT EXPANSION JOINT LOCATIONS AND SHALL EXTEND THE FULL DEPTH OF THE

CONCRETE.

3. 1" DEEP CONTRACTION JOINTS SHALL BE PLACED AT INTERVALS OF APPROXIMATELY 15' [4562MM] OR AT A SPACING THAT MATCHES THE

ADJACENT CURB.

4. FORMED CONTRACTION JOINTS SHALL BE FINISHED WITH A TOOL HAVING A

" [6MM] RADIUS.

5. SCORED JOINTS SHALL BE

" [6MM] DEEP AND PLACED AT THE SPACING INDICATED FOR THE WIDTH OF SIDEWALK OR MATCH SCORED JOINTS

OF ADJACENT CURB.

6. CONCRETE SHALL BE FINISHED BY MEANS OF A FLOAT, STEEL TROWELLED AND BROOMED WITH A FINE BRUSH IN A TRANSVERSE DIRECTION.

" DEEP SCORED JOINTS (TYP) SPACED AT 6' [1829MM] OR EQUAL TO SIDEWALK WIDTH.

8. REINFORCE SIDEWALK WITH #4 BAR 12" O.C. EACH WAY.

9. REINFORCED SIDEWALK SHALL BE MINIMUM 6" THICK, PLACED ON UNIFORMLY COMPACTED MATERIAL.

02/21/2020

NOTES: BUILDING 3 HAS PIPE PENETRATION AS SHOWN ON SHEET 14.

AutoCAD SHX Text Drawing Title

AutoCAD SHX Text Approved: Service Engineer

AutoCAD SHX Text Approved: Service Director

AutoCAD SHX Text Project Title

AutoCAD SHX Text Building Number

AutoCAD SHX Text Location

AutoCAD SHX Text Date

AutoCAD SHX Text Project No.

AutoCAD SHX Text Dwg.

AutoCAD SHX Text Of

AutoCAD SHX Text Checked

AutoCAD SHX Text Drawn

AutoCAD SHX Text

DRAWING NO.

AutoCAD SHX Text Office of Facilities

AutoCAD SHX Text Department of

AutoCAD SHX Text Veterans Affairs

AutoCAD SHX Text

VA FORM 08-6231, DEC 1989

AutoCAD SHX Text one-eighth inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text one-quarter inch = one foot

AutoCAD SHX Text three-eighths inch = one foot

AutoCAD SHX Text one-half inch = one foot

AutoCAD SHX Text three-quarters inch = one foot

AutoCAD SHX Text one inch = one foot

AutoCAD SHX Text one and one-half inches = one foot

AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text F

AutoCAD SHX Text [1981mm]

AutoCAD SHX Text [1219mm]

AutoCAD SHX Text [1829mm]

AutoCAD SHX Text

CONCRETE WALK

AutoCAD SHX Text

CURB & GUTTER

AutoCAD SHX Text

EXPANSION JOINT

AutoCAD SHX Text

RAMP FLUSH WITH GUTTER

AutoCAD SHX Text

EXPANSION JOINT

AutoCAD SHX Text

CURB & GUTTER

AutoCAD SHX Text [102mm]

AutoCAD SHX Text

CONCRETE WALK

AutoCAD SHX Text

SECTION A

AutoCAD SHX Text

1:12 MAX. SLOPE

AutoCAD SHX Text

PLAN

AutoCAD SHX Text

PLAN

AutoCAD SHX Text

CURB RAMP

AutoCAD SHX Text

NTS

AutoCAD SHX Text A

AutoCAD SHX Text

1:12 MAX.

AutoCAD SHX Text

1:12 MAX.

AutoCAD SHX Text [1829mm]

AutoCAD SHX Text [1219mm]

AutoCAD SHX Text [1829mm]

AutoCAD SHX Text

1:12 MAX.

AutoCAD SHX Text

1:12 MAX.

AutoCAD SHX Text

CONCRETE WALK

AutoCAD SHX Text [356mm]

AutoCAD SHX Text [254mm]

AutoCAD SHX Text 10"R

AutoCAD SHX Text [610mm]

AutoCAD SHX Text [254mm]

AutoCAD SHX Text

NOTE: CROSS SLOPE OF GUTTER SAME AS PAVEMENT.

AutoCAD SHX Text [6mm]

AutoCAD SHX Text

MOUNTABLE CONCRETE CURB AND GUTTER

AutoCAD SHX Text

NTS

AutoCAD SHX Text

NTS

AutoCAD SHX Text

CONCRETE SIDEWALK

AutoCAD SHX Text 1" [25mm] SCORED OR SAWCUT CONTRACTION JOINT.

AutoCAD SHX Text

TOP OF CURB

AutoCAD SHX Text 1/4" [6mm] DEEP SCORED JOINTS

AutoCAD SHX Text 1/4" [6mm] R. (TYP.) FORMED JOINTS ONLY

AutoCAD SHX Text

CLASS "B" CONCRETE

AutoCAD SHX Text EXPANSION JOINT WITH 1/4" [6mm] BITUMINOUS JOINT FILLER

AutoCAD SHX Text

1% MIN. 2% MAX.

AutoCAD SHX Text

1% MIN. 2% MAX.

AutoCAD SHX Text [152mm]

AutoCAD SHX Text 10.5' MAX. [3200mm]

AutoCAD SHX Text

TYPICAL SECTION

AutoCAD SHX Text

EXPANSION AND SCORED JOINT DETAIL

AutoCAD SHX Text [5mm]

AutoCAD SHX Text [102mm]

AutoCAD SHX Text [18288mm] EXPANSION JOINT TO EXPANSION JOINT

AutoCAD SHX Text

(TYP)

AutoCAD SHX Text

PLANS

AutoCAD SHX Text

PLANS

AutoCAD SHX Text

PLAN

AutoCAD SHX Text FOR TRENCH WIDTHS EXCEEDING 4' [1219mm] REFER TO VA STANDARD DETAIL 32 12 16-02 "TYPE 2 UTILITY TRENCH PATCH". FOR TRENCH WHERE PORTLAND CEMENT CONCRETE (PCC) PAVEMENT EXISTS, REFER TO 32 12 16-03 "TYPE 3 UTILITY TRENCH PATCH".

AutoCAD SHX Text 2" [50mm] MINIMUM OR THICKNESS OF EXISTING PAVEMENT WHICHEVER IS GREATER.

AutoCAD SHX Text BITUMINOUS SURFACE TREATMENT (CHIPSEAL) REQUIRED ONLY FOR LONGITUDINAL TRENCHES WITH WIDTHS GREATER THAN 6' [1829mm].

AutoCAD SHX Text 4" [100mm] MINIMUM ABC OR THICKNESS OF EXISTING GRANULAR BASE COURSE MATERIALS (E.G. ABC & SELECT MATERIAL) WHICHEVER IS GREATER.

AutoCAD SHX Text REFER TO VA STANDARD DETAIL 32 12 16-04 "UTILITY TRENCH PAVEMENT PATCH NOTES" FOR ADDITIONAL INFORMATION.

AutoCAD SHX Text

TYPE 1 UTILITY TRENCH PATCH

AutoCAD SHX Text

NTS

AutoCAD SHX Text [1219mm]

AutoCAD SHX Text [305mm]

AutoCAD SHX Text

TRENCH BACKFILL

AutoCAD SHX Text

ABC 100% MIN. COMPACTION

AutoCAD SHX Text

ASPHALTIC CONCRETE

AutoCAD SHX Text

SAW CUT EXISTING. ASPHALT FULL DEPTH BOTH SIDES

AutoCAD SHX Text

TACK COAT (TYP.)

AutoCAD SHX Text

EXISTING PAVEMENT

AutoCAD SHX Text 4" [100mm] MINIMUM ABC OR THICKNESS OF EXISTING GRANULAR BASE COURSE MATERIALS (E.G. ABC & SELECT MATERIAL) WHICHEVER IS GREATER. PORTLAND CEMENT CONCRETE (PCC) THICKNESS EQUAL TO EXISTING.

AutoCAD SHX Text FOR TRENCH WIDTHS 4' [1219mm] OR LESS REFER TO VA STANDARD DETAIL 32 12 16-01 "TYPE 1 UTILITY TRENCH PATCH". FOR TRENCH WHERE PORTLAND CEMENT CONCRETE (PCC) PAVEMENT EXISTS, REFER TO 32 12 16-03 "TYPE 3 UTILITY TRENCH PATCH".

AutoCAD SHX Text 2" [50mm] MINIMUM OR THICKNESS OF EXISTING PAVEMENT WHICHEVER IS GREATER.

AutoCAD SHX Text BITUMINOUS SURFACE TREATMENT (CHIPSEAL) REQUIRED ONLY FOR LONGITUDINAL TRENCHES WITH WIDTHS GREATER THAN 6' [1829mm].

AutoCAD SHX Text REFER TO VA STANDARD DETAIL 32 12 16-04 "UTILITY TRENCH PAVEMENT PATCH NOTES" FOR ADDITIONAL INFORMATION.

AutoCAD SHX Text

TYPE 2 UTILITY TRENCH PATCH

AutoCAD SHX Text

NTS

AutoCAD SHX Text GREATER THAN 4'-0" [1219mm]

AutoCAD SHX Text

TRENCH BACKFILL

AutoCAD SHX Text

SAW CUT EXISTING. ASPHALT FULL DEPTH BOTH SIDES

AutoCAD SHX Text

TACK COAT (TYP.)

AutoCAD SHX Text

EXISTING ASPHALT CONCRETE PAVEMENT

AutoCAD SHX Text

ACCORDANCE WITH AGENCY REQUIREMENTS

GRANULAR MATERIAL OR PCC

Sheets and Views

1916-MS-Titlesheet-COVER (1)

1168-17-EX-Existing Utilities-Overall Water (2)

1168-17-EX-Existing Utilities-Overall Chiller Water (3)

1168-17-EX-Existing Utilities-Overall Storm Sewer (4)

1168-17-EX-Existing Utilities-Overall Sanitary Sewer (5)

1916-PL-Plan-Overall Map (6)

1916-PL-Plan-Key Map (7)

1916-PL-Plan-Map 1 (8)

1916-PL-Plan-Map 2 (9)

1916-PL-Plan-Map 3 (10)

1916-PL-Plan-Map 4 (11)

1916-PL-Plan-Map 5 (12)

1916-PL-Plan-Map 6 (13)

1916-PL-Plan-Map 7 (14)

1916-PL-Plan-Details (15)

1916-PL-Plan-Details (16)

1916-PL-Plan-Details (17)

1916-PL-Plan-Details (18)

File details come from the government source that posted it. Updated Aug 9, 2021.