Attachment_2 _Drawings.pdf

PDF 44 MB Posted Aug 22, 2014

Attached to: Repair Base Water Mains Phase III Federal contract opportunity
Solicitation number: FA4661-14-R-0014
Issued by: Department of the Air Force Air Combat Command

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Attachment 2 Drawings

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File	Type	Posted
QUESTIONS_AND_ANSWERS.pdf	PDF	Sep 9, 2014
QUESTIONS_AND_ANSWERS.pdf	PDF	Sep 8, 2014
Amendment_1 _Attachment_5 _Question_Submission.pdf	PDF	Aug 28, 2014
FA4661-14-R-0014 _Amendment_1_(CWMIII).pdf	PDF	Aug 28, 2014
Amendment_1 _Attachment_5 _Question_Submission.pdf	PDF	Aug 28, 2014
Attachment_3 _Past_Performance_Questionaire.pdf	PDF	Aug 22, 2014
Attachment_4 _Site_Visit_Registration.pdf	PDF	Aug 22, 2014
Attachment_5 _Question_Submission.pdf	PDF	Aug 22, 2014
Attachment_1 _SOW.pdf	PDF	Aug 22, 2014
FA4661-14-R-0014 _RFP_(CWMIII).pdf	PDF	Aug 22, 2014

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KEY PLAN

SCALE: 1" = 650' - 0"

KEY PLAN AND LEGEND

G-1

REPAIR CRITICAL

WATER MAINS

BASE CIVIL

ENGINEER

CHIEF OF

ENGINEERING

CHIEF OF

DESIGN

CEO

GROUND

SAFETY

COMMUNICATIONS

BIOENVIRONMENTAL

ENGINEER

SECURITY

POLICE

WTA, INC.

CONSULTING ENGINEERS

WTA 13093

LGT

BDW 4-30-2014

FIRE CHIEF

CONSTRUCTION

MANAGEMENT

CORROSION

ENGINEER

CEV

USING AGENCY

THIS IS A GEO-REFERENCED

DRAWING

FNWZ 12-0097

04/30/2014

NEW WATER LINE WITH BELL

RESTRAINT HARNESSES AT BELL

AND SPIGOT JOINTS (1)

NEW WATER LINE IN TRENCH UNDER ASPHALT

OR CONCRETE PAVEMENT (3)

NEW WATER LINE WITH M.J. FITTING AND

THRUST BLOCK AT CHANGE IN

DIRECTION

NEW WATER LINE IN CASING UNDER EXISTING

PAVEMENT. CASING TO BE INSTALLED USING

JACK AND BORE METHOD (2)

EXISTING SANITARY SEWER WASTEWATER LINE

WITH GRADE CLEANOUT

PIV

WAT

POST INDICATOR VALVE IN WATER LINE

FENCE

EXISTING COMMUNICATIONS PEDESTAL

SYMBOL LEGEND NOTES:

1. THE "X'S" SHOWN IN A NEW WATER LINE ARE NOT INTENDED TO INDICATE

SPECIFIC RESTRAINT HARNESSES, BUT THAT ALL JOINTS WITHIN THE

INDICATED SPAN ARE TO HAVE RESTRAINT HARNESSES.

2. WHERE JACK AND BORE INSTALLATION IS REQUIRED, THE WORK WILL BE

REFERENCED BY "DETAIL INDICATOR" OR A "HEX" NOTE.

3. WHERE REMOVAL AND REPLACEMENT OF PAVEMENT IS REQUIRED (WITH

EXCAVATION AND BACKFILL) THE WORK WILL BE REFERENCED BY A "DETAIL

INDICATOR" OR A "HEX" NOTE.

402 404

2 170

11960

11958

11959

11913

11970

11981

11980

11905

Cantonment Area

104/102

108/106

112/110

116/114

120/118

124/122

128/126

119/117

115/113

111/109

107/105

103/101

104/102

108/106

112/110116/114

111/109

107/105

103/101

8 1

144/142

104/102

103/101

110/108

114/112

3 111/109

107 105

11964

11955

11904

11751

11750

11751

AREA 8

AREA 11

AREA 10

AREA 9

AREA 12

AREA 1A

B C D E F G H I J K

4B 4C

13K

12K

10E

10B

10A

11C

12C

13B

10D

10C

12B

13C

Y Z

12D

REPAIR CRITICAL

WATER MAINS

BASE CIVIL

ENGINEER

CHIEF OF

ENGINEERING

CHIEF OF

DESIGN

CEO

GROUND

SAFETY

COMMUNICATIONS

BIOENVIRONMENTAL

ENGINEER

SECURITY

POLICE

WTA, INC.

CONSULTING ENGINEERS

WTA 13093

LGT

BDW 4-30-2014

FIRE CHIEF

CONSTRUCTION

MANAGEMENT

CORROSION

ENGINEER

CEV

USING AGENCY

THIS IS A GEO-REFERENCED

DRAWING

FNWZ 12-0097

04/30/2014

CONSTRUCTION

SEQUENCE NOTES

G-2

NOTES:

1. THE ABSENCE OF REFERENCE (IN THESE "CONSTRUCTION

SEQUENCE NOTES") TO ANY/ALL ITEMS OF WORK INDICATED OR

CALLED FOR ELSEWHERE IN THESE DOCUMENTS SHALL NOT RELIEVE

THE CONTRACTOR FROM PROVIDING ANY/ALL SUCH WORK AS MAY

BE INDICATED/CALLED FOR ELSEWHERE IN THESE DOCUMENTS.

2. UNLESS SPECIFICALLY INDICATED OTHERWISE, OR AUTHORIZED BY

THE CONTRACTING OFFICER, ALL VALVE OPERATIONS (OPENING OR

CLOSING) OF VALVES CONNECTED TO ACTIVE WATER LINES SHALL

BE PERFORMED BY GOVERNMENT PERSONNEL. ALL DRAINING WORK

AFTER ISOLATION OF A LINE OR LINE SEGMENT SHALL BE

PERFORMED BY THE CONTRACTOR.

3. REFER TO "GENERAL NOTES", SHEET C-1 FOR LEAK AND PRESSURE

TESTING REQUIREMENTS.

AREA 12 (REFER TO SHEET G-7):

1. WORK LOCATION: SOUTHWEST FLIGHT LINE (SSN61) AND CONTINUING WEST TO EXISTING FIRE HYDRANT(SSN63).

A. REMOVE EXISTING FIRE HYDRANT, VALVE BOXES, AND VALVES INDICATED TO BE REMOVED.

B. PLUG ALL ABANDONED LINES AT LEVEL OF BURIAL.

CONSTRUCTION SEQUENCE NOTES:

ALL WORK IS TO BE PROVIDED BY AREA IN NUMERICAL SEQUENCE EXCEPT THE AREA 10 WORK IS TO BE PERFORMED AFTER THE AREA 8 WORK AND

BEFORE THE AREA 9 WORK.

AREA 10 (REFER TO SHEET G-6):

1. WORK LOCATION: AVENUE B FROM FOURTH STREET TO FLIGHT LINE (SSN44,45,46,48).

A. PROVIDE NEW 10" MAIN, SERVICE TAPS, FIRE HYDRANT TAPS AND RELATED WORK ALONG AVE. B FROM THE NEW 10" MAIN ON FOURTH

ST. TO THIRD ST. (SSN45,46,48).

B. PROVIDE NEW 10" MAIN FROM THIRD ST. TO SECOND ST. (SSN45). PROVIDE NEW 8" MAIN FROM SECOND ST. TO THE FLIGHT LINE

(SSN43,44).

(1) PROVIDE "STANDARD ITEMS OF WORK" (1) THRU (7) AS APPLICABLE.

2. WORK LOCATION: AVENUE D FROM FOURTH ST. TO SECOND ST.

A. PROVIDE NEW 10" MAIN, SERVICE AND FIRE HYDRANT TAPS AND RELATED WORK FROM THE NEW 10" MAIN ON FOURTH ST. TO SECOND

ST. (SSN39,43,45).

(1) PROVIDE "STANDARD ITEMS OF WORK" (1) THRU (7) AS APPLICABLE.

3. WORK LOCATION: THIRD STREET FROM AVE. B TO AVE. D.

A. PROVIDE NEW 10" MAIN, SERVICE TAPS, FIRE HYDRANT TAPS AND RELATED WORK FROM THE 10" MAIN ON AVE. B TO THE NEW 10" MAIN

ON AVE. D (SSN39,43,45).

(1) PROVIDE "STANDARD ITEMS OF WORK" (1) THRU (7) AS APPLICABLE.

4. WORK LOCATION: UNNAMED NORTH-SOUTH ROADWAY IMMEDIATELY WEST OF BUILDINGS 7004, 7007 AND 7008; FROM AVE. B TO AVE. D.

A. PROVIDE 8" MAIN, SERVICE TAPS, FIRE HYDRANT TAPS AND RELATED WORK FROM NEW 10" MAIN ON AVE. B TO THE NEW 10" MAIN ON

AVE. D (SSN39,,43,45).

(1) PROVIDE "STANDARD ITEMS OF WORK" (1) THRU (7) AS APPLICABLE.

5. WORK LOCATION: SECOND ST. AND FIRST ST. FROM AVE. D TO AVE. D.

A. PROVIDE 10" MAIN, SERVICE TAPS, FIRE HYDRANT TAPS AND RELATED WORK FROM THE NEW 10" MAIN ON AVE. B TO THE NEW 10" MAIN

ON AVE. D (SSN39,43,45).

(1) PROVIDE "STANDARD ITEMS OF WORK" (1) THRU (7) AS APPLICABLE.

AREA 9 (REFER TO SHEET G-5):

1. WORK LOCATION: SECOND ST. NORTH OF AVE. B AND AVE. A-3.

A. PROVIDE NEW 8" MAIN. SERVICE TAPS, FIRE HYDRANT TAPS AND RELATED WORK FROM THE NEW 8" MAIN ON AVE. B TO THE EXISTING

10" MAIN WEST OF FIRST ST. (SSN26,28).

(1) PROVIDE "STANDARD ITEMS OF WORK" (1) THRU (7) AS APPLICABLE.

2. WORK LOCATION: SECOND ST. BETWEEN AVE. A AND AVE. A-3. AVE. A BETWEEN SECOND ST. AND THE EAST SIDE OF THE FLIGHT LINE.

A. PROVIDE NEW 8" MAIN, SERVICE TAPS, FIRE HYDRANT TAPS AND RELATED WORK FROM THE NEW 8" MAIN ON AVE. A-3, NORTH ALONG

SECOND ST. AND THEN WEST ALONG AVE. A TO THE EXISTING 8" MAIN ON THE EAST SIDE OF THE FLIGHT LINE. (SSN28,30,31).

(1) PROVIDE "STANDARD ITEMS OF WORK" (1) THRU (7) AS APPLICABLE.

3. WORK LOCATION: FUEL TANK FARM, BOUNDED BY RAPCON ROAD ON THE NORTH.

A. PROVIDE NEW 8" MAIN, SERVICE TAPS, FIRE HYDRANT TAPS AND RELATED WORK FOR THE NEW 8" MAIN; BEGINNING AT AN EXISTING

MAIN SOUTH OF THE SOUTHWEST CORNER OF THE TANK FARM, EXTENDING NORTH TO RAPCON ROAD, EXTENDING EAST ALONG

RAPCON ROAD, AND THEN SOUTH TO CONNECT TO AN EXISTING 8" MAIN NORTH OF BLDG. 9300 (SSN33,35,36).

(1) PROVIDE "STANDARD ITEMS OF WORK" (1) THRU (7) AS APPLICABLE.

4. WORK LOCATION: NORTH ALONG THIRD STREET FROM AVE. A-2 TO RAPCON ROAD.

A. PROVIDE NEW 8" MAIN, SERVICE TAPS, FIRE HYDRANT TAPS AND RELATED WORK FROM AN EXISTING 8" MAIN EAST OF BLDG. 6030C TO

THE NEW 8" MAIN AT RAPCON ROAD (SSN32,34,35,36).

(1) PROVIDE "STANDARD ITEMS OF WORK" (1) THRU (7) AS APPLICABLE.

5. WORK LOCATION: ALONG THIRD ST. FROM THE NEW MAIN SOUTH OF AVE. B TO AN EXISTING MAIN ON THE EAST SIDE OF THIRD ST.

A. PROVIDE NEW 6" MAIN AND RELATED WORK FROM THE NEW 10" MAIN SOUTH SOUTH OF AVE. B (SSN45), ALONG THIRD ST., AND

ACROSS THIRD ST. TO A POINT OF CONNECTION TO AN EXISTING 6" MAIN ON THE EAST SIDE OF THIRD ST.

(1) PROVIDE "STANDARD ITEMS OF WORK" (1) THRU (7) AS APPLICABLE.

AREA 8 (REFER TO SHEET G-4):

1. WORK LOCATION: VICINITY OF BLDGS. 6219/6220 (CHAPEL), BLDG. 6222, WATER TOWER, AND BLDG. 6240. (SSN21,22,23,24)

A. PROVIDE 8" MAIN AND 12" MAIN PIPING, VALVES, SERVICE TAPS, FIRE HYDRANT TAPS, AND RELATED WORK ALONG FOURTH STREET

FROM THE EXISTING 10" MAIN SOUTH OF AVE. B (SSN21) TO THE EXISTING 8" MAIN NORTH OF BLDG. 6119 (SSN23).

(1) PROVIDE "STANDARD ITEMS OF WORK" (1) THRU (7) AS APPLICABLE.

B. PROVIDE 6" MAIN AND 12" MAIN PIPING, VALVES, SERVICE TAPS, FIRE HYDRANT TAPS, AND RELATED WORK FROM THE POINT NORTH OF

BLDG. 6119 (REFERENCED IN 1A ABOVE) (SSN23), AROUND THE NORTH AND EAST SIDES OF BLDG. 6240, THEN GENERALLY SOUTH TO

THE SOUTH SIDE OF AVE. B, AND THEN EAST TO THE EXISTING 12" MAIN WEST OF THE TRAFFIC CIRCLE (SSN22).

(1) PROVIDE "STANDARD ITEMS OF WORK" (1) THRU (7) AS APPLICABLE.

2. WORK LOCATION: ELEVATED STORAGE TANK (WATER TOWER). (SSN21,22; DETAIL 1/9-D.1, SSN25.1)

A. PROVIDE 6" ELEVATED TANK DRAIN LINE FROM THE VALVE VAULT (SSN25.1) TO THE NEW FIRE HYDRANT NORTHEAST OF THE

ELEVATED STORAGE TANK (SSN22).

B. OPEN ALL NEW AND EXISTING MAIN VALVES IN THE VICINITY OF THE WATER TOWER TO INSURE THAT "LOOPED" WATER SERVICE IS

PROVIDED TO ALL MAINS WHEN THE MAIN SHUT-OFF VALVE IN THE VALVE VAULT (SSN25.1) IS CLOSED.

C. CLOSE THE MAIN SHUT-OFF VALVE IN THE VALVE VAULT, ISOLATING THE WATER TOWER FROM THE BASE WATER DISTRIBUTION

SYSTEM.

D. OPEN THE DRAIN VALVE IN THE VALVE VAULT (SSN25.1).

E. OPEN THE NEW FIRE HYDRANT NORTHEAST OF THE WATER TOWER (SSN22) AND DRAIN THE ELEVATED STORAGE TANK (WATER

TOWER).

F. DEMOLISH THE EXISTING 12" PIPING, COUPLING, MEGA-LUG, ETC. AT THE 12" MAIN ENTRY TO THE VALVE VAULT AS SHOWN ON DETAIL

2/9-D.1. DEMOLISH A PORTION OF THE EXISTING 12" MAIN WEST OF THE VALVE VAULT AS REQUIRED TO ALLOW ROUTING OF THE NEW

12" MAIN INTO THE VAULT.

G. PROVIDE THE NEW 12" MAIN FROM THE VALVE VAULT TO VALVE #3-20E ON THE WEST SIDE OF FOURTH STREET AS SHOWN ON DETAIL

1/9-D.1. (VALVE #3-20E TO HAVE BEEN PROVIDED AS PART OF THE AREA 8, ITEM 1.A WORK.)

H. PROVIDE NEW 12" MAIN PIPING FROM THE NEW MAIN DESCRIBED IN "G" ABOVE, THRU NEW VALVE #001N TO VALVE #3-21S AS SHOWN

ON DETAIL 1/9-D.1 AND SHEET 9-E. (SSN22) (VALVE #3-21S TO HAVE BEEN PROVIDED PREVIOUSLY AS PART OF THE AREA 8, 1.B WORK.)

I. PROVIDE CIPP LINER FOR THE EXISTING 12" SUPPLY LINE FROM THE ELEVATED TANK'S VERTICAL RISER TO THE VAULT (DETAIL 1/9-D.1).

J. (REFER TO "I" ABOVE). PRESSURE TEST, LEAK TEST, AND DISINFECT THE VERTICAL RISER.

K. COORDINATE THE RE-FILLING OF THE ELEVATED STORAGE TANK WITH WATER SHOP PERSONNEL THRU THE CONTRACTING OFFICER'S

REPRESENTATIVE.

L. PROVIDE "STANDARD ITEMS OF WORK" (1) THRU (7) AS APPLICABLE.

3. WORK LOCATION: FIFTH ST. FROM TEXAS DRIVE TO THE TRAFFIC CIRCLE, AND VICINITY OF BLDGS. 7401, 7402, 7403, 7407, 7409, ETC.

(SSN16,18,20)

A. PROVIDE 10" MAIN PIPING, VALVES, SERVICE TAPS, FIRE HYDRANT TAPS, AND RELATED WORK FROM THE EXISTING 12" MAIN SOUTH OF

THE INTERSECTION OF FIFTH ST. AND TEXAS DRIVE, (SSN16) TO THE EXISTING 12" MAIN SOUTH OF THE TRAFFIC CIRCLE (SSN20).

(1) PROVIDE "STANDARD ITEMS OF WORK" (1) THRU (7) AS APPLICABLE.

B. PROVIDE 8" MAIN PIPING, VALVES, SERVICE TAPS, FIRE HYDRANT TAPS, AND RELATED WORK BEGINNING AT THE NEW 10" MAIN ON

FIFTH ST. (EAST OF BLDG. 7316) (SSN18) AND EXTENDING ON A EASTERLY AND NORTHERLY DIRECTION, LOOPING AROUND BLDGS. 7409, 7407, 7401, 7402, 7403, AND THEN WESTERLY, TERMINATING AT THE NEW 10" MAIN ON FIFTH ST. (SSN20).

(1) PROVIDE "STANDARD ITEMS OF WORK" (1) THRU (7) AS APPLICABLE.

4. WORK LOCATION: FOURTH ST. FROM AVE. B TO THE EXISTING 12" MAIN SOUTH OF AVE. D; AVE. D FROM FOURTH ST. TO FIFTH ST.

(SSN15,16,17,19,21)

A. PROVIDE 10" MAIN PIPING, VALVES, SERVICE TAPS, FIRE HYDRANT TAPS, AND RELATED WORK ALONG FOURTH ST., BEGINNING AT THE

NEW 12" MAIN SOUTH OF AVE. B (SSN21) (REFER TO ITEM 1.A ABOVE) AND EXTENDING SOUTH TO THE EXISTING 10" MAIN SOUTH OF

AVE. D (SSN16).

(1) PROVIDE "STANDARD ITEMS OF WORK" (1) THRU (7) AS APPLICABLE.

B. PROVIDE 10" MAIN PIPING, VALVES, SERVICE TAPS, FIRE HYDRANT TAPS, AND RELATED WORK ON THE SOUTH SIDE OF FOURTH ST., AVE. D FROM FOURTH ST. TO FIFTH ST. (SSN15,16)

(1) PROVIDE "STANDARD ITEMS OF WORK" (1) THRU (7) AS APPLICABLE.

5. WORK LOCATION: VICINITY OF BLDGS. 7301, 7339, AND 7340. (SSN17,18,19).

A. PROVIDE 10" MAIN PIPING, VALVES, SERVICE TAPS, FIRE HYDRANT TAPS, AND RELATED WORK FROM FOURTH ST. EAST TO A POINT

SOUTHEAST OF BLDG. 7301 (SSN19). PROVIDE 8" MAIN PIPING ETC. FROM THE ABOVE POINT SOUTH TO AVE. C. (SSN17) PROVIDE 8"

MAIN PIPING ALONG THE NORTH SIDE OF AVE. C BETWEEN FOURTH ST. AND FIFTH ST. (SSN17).

(1) PROVIDE "STANDARD ITEMS OF WORK" (1) THRU (7) AS APPLICABLE.

AREA 11 (REFER TO SHEET G-7):

1. WORK LOCATION: AVENUE E FROM SECOND ST. TO THIRD ST; THEN SOUTH ALONG FIRST ST.; THEN WEST TO THE FLIGHT LINE. (SSN50,51,55)

A. PROVIDE 10" MAIN PIPING, VALVES, SERVICE TAPS, FIRE HYDRANT TAPS, AND RELATED WORK FROM THE EXISTING MAIN AT THIRD ST.

AND AVE. E TO SECOND ST. AND AVE. E.

(1) PROVIDE "STANDARD ITEMS OF WORK" (1) THRU (7).

B. PROVIDE 8" AND 6" MAIN PIPING, VALVES, SERVICE TAPS, FIRE HYDRANT TAPS, AND RELATED WORK FROM THE NEW MAIN AT SECOND

ST. AND AVE. N. (REFER TO ITEM 1.A ABOVE) TO THE EXISTING MAIN ALONG THE EAST SIDE OF THE FLIGHT LINE.

(1) PROVIDE "STANDARD ITEMS OF WORK" (1) THRU (7).

2. WORK LOCATION: THIRD ST. FROM AVE. D TO AVE. E. (SSN55,58,60)

A. PROVIDE 8" MAIN PIPING, VALVES, SERVICE TAPS, FIRE HYDRANT TAPS, AND RELATED WORK FROM THE NEW MAIN AT THIRD ST. AND

AVE. D TO THE NEW MAIN AT THIRD ST. AND AVE. E.

(1) PROVIDE "STANDARD ITEMS OF WORK" (1) THRU (7).

3. WORK LOCATION: SECOND ST. FROM AVE. D TO AVE. E. (SSN54,57,59)

A. PROVIDE 8" MAIN PIPING, VALVES, SERVICE TAPS, FIRE HYDRANT TAPS, AND RELATED WORK FROM THE NEW MAIN AT SECOND ST. AND

AVE. D TO THE NEW MAIN AT SECOND ST. AND AVE. E.

(1) PROVIDE "STANDARD ITEMS OF WORK" (1) THRU (7).

4. WORK LOCATION: ALONG A ROUTE SOUTH OF BLDGS. 5201, 5202, AND 5142; FROM THE EXISTING MAIN AT THE FLIGHT LINE TO THE NEW MAIN

ALONG SECOND ST. (SSN53,54)

A. PROVIDE 8" MAIN PIPING, VALVES, SERVICE TAPS, FIRE HYDRANT TAPS, AND RELATED WORK FROM THE EXISTING MAIN AT THE FLIGHT

LINE TO THE NEW MAIN ON SECOND ST, NORTH OF AVE. E.

(1) PROVIDE "STANDARD ITEMS OF WORK" (1) THRU (7).

AREA 11 CONTINUED (REFER TO SHEET G-7):

5. WORK LOCATION: ALONG AVE. D-2 FORM THE EXISTING MAIN AT THE FLIGHT LINE TO THE NEW MAIN ALONG SECOND ST. ALSO FROM THE

ABOVE NEW MAIN, SOUTH ON SECOND ST. AND THEN EAST TO THE NEW MAIN ALONG SECOND ST. (SSN56,57)

A. PROVIDE 8" MAIN PIPING, VALVES, SERVICE TAPS, FIRE HYDRANT TAPS, AND RELATED WORK FROM THE EXISTING MAIN AT THE FLIGHT

LINE TO THE NEW MAIN ALONG SECOND ST.

(1) PROVIDE "STANDARD ITEMS OF WORK" (1) THRU (7).

B. PROVIDE 6" MAIN PIPING, VALVES, SERVICE TAPS, FIRE HYDRANT TAPS, AND RELATED WORK FROM THE NEW MAIN ALONG AVE. D-2 TO

THE NEW MAIN ALONG SECOND ST.

(1) PROVIDE "STANDARD ITEMS OF WORK" (1) THRU (7).

6. WORK LOCATION: BEGINNING AT THE NEW MAIN AT THE SOUTHEAST CORNER OF BLDG. 5202, THEN NORTH AND EAST TO THE NEW MAIN ALONG

SECOND ST. AND TO THE NEW MAIN NORTH OF BLDG. 5110. (SSN54,57)

A. PROVIDE 8" MAIN PIPING, VALVES, SERVICE TAPS, FIRE HYDRANT TAPS, AND RELATED WORK FROM THE NEW MAIN SOUTHEAST OF

BLDG. 5202. EXTEND THE NEW MAIN PIPING TO THE NEW MAIN ALONG SECOND ST. AND TO THE NEW MAIN NORTH OF BLDG. 5110.

(1) PROVIDE "STANDARD ITEMS OF WORK" (1) THRU (7).

STANDARD ITEMS OF WORK:

THE FOLLOWING ITEMS OF WORK ARE STANDARD/TYPICAL FOR EACH AREA WHERE WATER MAIN

PIPING IS TO BE REPLACED. THESE ITEMS SHALL BE PROVIDED WHERE/WHEN REFERENCED IN THE

"CONSTRUCTION SEQUENCE NOTES"

(1) ALL NEW LINES WHEN INSTALLED SHALL BE ISOLATED FROM EXISTING ACTIVE LINES AND

SHALL REMAIN ISOLATED UNTIL SAID NEW LINES HAVE BEEN DISINFECTED AND

HYDROSTATICALLY TESTED. REFER TO PARAGRAPH "TESTING PROCEDURE" OF SECTION

33 11 00 FOR ADDITIONAL INFORMATION AND REQUIREMENTS.

(2) PRESSURE TEST, LEAK TEST, AND DISINFECT THE NEW PIPING.

(3) PROVIDE WORK AS INDICATED AND/OR REQUIRED TO CONNECT THE NEW PIPING TO THE

EXISTING PIPING AND TO PLACE THE NEW PIPING IN SERVICE.

(4) PROVIDE NEW LATERALS, BUILDING SERVICES, FIRE HYDRANTS, AND RELATED WORK AS

INDICATED/REQUIRED. PRESSURE TEST, LEAK TEST, DISINFECT THE NEW WORK, AND

PLACE IN SERVICE. (REFER TO NOTE (1) ABOVE).

(5) DEMOLISH ALL EXISTING FIRE HYDRANTS, VALVE BOXES, AND VALVES THAT HAVE BEEN

RENDERED INACTIVE BY THE WORK OF THIS PROJECT.

(6) DEPRESSURIZE AND DISCONNECT ALL MAIN PIPING WHICH HAS BEEN RENDERED

INACTIVE BY THE WORK OF THIS PROJECT (AND IS INDICATED TO BE ABANDONED).

(7) PLUG ALL ABANDONED LINES AT THE LEVEL OF BURIAL.

AREA 1A (REFER TO SHEET G-4):

1. WORK LOCATION: FROM THE EXISTING VALVE 6-9 TO THE POINT OF CONNECTION TO THE EXISTING 6" MAIN NORTH OF BLDG. 9201 AND EAST OF

HOSPITAL ROAD (SSN13,14).

A. PROVIDE 6" MAIN PIPING, VALVES, SERVICE TAPS, FIRE HYDRANTS, AND RELATED WORK FROM VALVE 6-9 TO VALVE 6E ALONG WEST

SIDE OF BLDG. 9201.

(1) PROVIDE "STANDARD ITEMS OF WORK" (1) THRU (7) AS APPLICABLE.

2. WORK LOCATION: FROM THE NEW VALVE 6N1 TO THE POINT OF CONNECTION TO THE EXISTING 12" MAIN SOUTHEAST OF BLDG. 9201 HOSPITAL

LOOP (SSN13,14).

A. PROVIDE 6" MAIN FROM VALVE 6N1 (SSN14) TO THE POINT OF CONNECTION TO THE EXISTING 12" MAIN AT HOSPITAL LOOP (SSN13).

(1) PROVIDE "STANDARD ITEMS OF WORK" (1) THRU (7) AS APPLICABLE.

B. PROVIDE 6" LATERAL TO THE EXISTING BACKFLOW PREVENTER VAULT (SSN13); CLOSE ISOLATION VALVE IN VAULT, MAKE

CONNECTIONS TO EXISTING PIPING IN AT VAULT, THEN REOPEN ISOLATION VALVE IN BACKFLOW PREVENTER VAULT TO RESTORE

SERVICE.

(1) PROVIDE "STANDARD ITEMS OF WORK" (1) THRU (7) AS APPLICABLE.

C. PROVIDE 6" LATERAL TO THE EXISTING BACKFLOW PREVENTER SERVING STEAM PLANT AT BLDG. 9216; CLOSE ISOLATION VALVE AT

BACKFLOW PREVENTER, MAKE CONNECTIONS TO EXISTING PIPING IN AT BACKFLOW PREVENTER, THEN REOPEN ISOLATION VALVE AT

BACKFLOW PREVENTER TO RESTORE SERVICE.

(1) PROVIDE "STANDARD ITEMS OF WORK" (1) THRU (7) AS APPLICABLE.

BASE CIVIL

ENGINEER

CHIEF OF

ENGINEERING

CHIEF OF

DESIGN

CEO

GROUND

SAFETY

COMMUNICATIONS

BIOENVIRONMENTAL

ENGINEER

SECURITY

POLICE

WTA, INC.

CONSULTING ENGINEERS

WTA 13093

LGT

BDW 4-30-2014

FIRE CHIEF

CONSTRUCTION

MANAGEMENT

CORROSION

ENGINEER

CEV

USING AGENCY

THIS IS A GEO-REFERENCED

DRAWING

FNWZ 12-0097

04/30/2014

WATER MAIN PRESSURE AND LEAKAGE TEST FORM BUILDING SERVICE PRESSURE AND LEAKAGE TEST FORM

A. LOCATION:

B. DATE:

C. INITIAL TEST OR RE-TEST: INITIAL TEST RE-TEST

D. NUMBERS OF VALVES AT "ENDS"

OF LINE (SEGMENT) BEING TESTED:

E. PIPE SIZE:

F. APPROXIMATE LENGTH OF SEGMENT:

G. TEST START TIME:

H. INITIAL PRESSURE READING: 200 PSI

I. TEST END TIME(1):

J. TEST DURATION (MIN. 2 HR.):

K. ENDING PRESSURE READING(2): PSI

1. TEST PERIOD SHALL BE NOT LESS THAN TWO (2) HOURS IN DURATION.

2. ENDING PRESSURE RATING SHALL BE NOT LESS THAN BEGINNING PRESSURE RATING.

IF THE ENDING PRESSURE RATING IS LESS THAN THE BEGINNING PRESSURE RATING,

THE CONTRACTING OFFICER SHALL BE NOTIFIED IMMEDIATELY AND CORRECTIVE

ACTIONS TO LOCATE AND REPAIR THE LEAK SHALL BE BEGUN IMMEDIATELY.

3. AFTER CORRECTIVE ACTIONS ARE PERFORMED, A RE-TEST SHALL BE PERFORMED

AND DOCUMENTED, SAME AS THE ORIGINAL TEST.

4. A COMPLETED COPY OF THIS FORM SHALL BE PROVIDED TO THE CONTRACTING

OFFICER NOT MORE THAN 24 HOURS AFTER COMPLETION OF THE TEST OR RE-TEST.

5. A FULL SET OF COMPLETED TEST FORMS (IN DATE ORDER AND BOUND) SHALL BE

SUBMITTED TO THE CONTRACTING OFFICER AT THE COMPLETION OF THE PROJECT.

NOTES:

CERTIFICATION:

I HEREBY CERTIFY THAT THE ABOVE TEST WAS PERFORMED IN ACCORDANCE

WITH PARAGRAPH "FIELD QUALITY CONTROL" OF THE SECTION 02510 SPECIFICATIONS AND

THAT THE RESULTS ARE AS ENTERED ABOVE.

SIGNATURE

PRINTED NAME

FIRM

COMMENTS:

A. FACILITY/SERVICE NO.:

B. DATE:

C. INITIAL TEST OR RE-TEST: INITIAL TEST RE-TEST

D. SERVICE SIZE:

E. APPROXIMATE LENGTH OF SERVICE:

F. TEST START TIME:

G. INITIAL TEST PRESSURE READING: 200 PSI

H. TEST END TIME (1):

I. TEST DURATION (MIN. 2 HR.): HR., MIN.

J. ENDING PRESSURE READING (2): PSI

K. PRESSURE AT INLET SIDE OF

REGULATOR AFTER SERVICE LINE

IS RE-PRESSURIZED FROM THE MAIN: PSI

1. TEST PERIOD FOR SERVICES SHALL BE NOT LESS THAN TWO (2) HOURS IN

DURATION.

2. ENDING PRESSURE RATING SHALL BE NOT LESS THAN BEGINNING PRESSURE RATING.

IF THE ENDING PRESSURE RATING IS LESS THAN THE BEGINNING PRESSURE RATING,

THE CONTRACTING OFFICER SHALL BE NOTIFIED IMMEDIATELY AND CORRECTIVE

ACTIONS TO LOCATE AND REPAIR THE LEAK SHALL BE BEGUN IMMEDIATELY.

3. AFTER CORRECTIVE ACTIONS ARE PERFORMED, A RE-TEST SHALL BE PERFORMED

AND DOCUMENTED, SAME AS THE ORIGINAL TEST.

4. A COMPLETED COPY OF THIS FORM SHALL BE PROVIDED TO THE CONTRACTING

OFFICER NOT MORE THAN 24 HOURS AFTER COMPLETION OF THE TEST OR RE-TEST.

5. A FULL SET OF COMPLETED TEST FORMS (BOUND IN NUMERICAL ORDER) SHALL BE

SUBMITTED TO THE CONTRACTING OFFICER AT THE COMPLETION OF THE PROJECT.

NOTES:

CERTIFICATION:

I HEREBY CERTIFY THAT THE ABOVE TEST WAS PERFORMED IN ACCORDANCE

WITH PARAGRAPH "FIELD QUALITY CONTROL" OF THE SECTION 02510

SPECIFICATIONS AND THAT THE RESULTS ARE AS ENTERED ABOVE.

SIGNATURE

PRINTED NAME

FIRM

COMMENTS:

TEST FORMS

G-3

BASE CIVIL

ENGINEER

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CONSTRUCTION

MANAGEMENT

CORROSION

ENGINEER

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THIS IS A GEO-REFERENCED

DRAWING

FNWZ 12-0097

04/30/2014

CONSTRUCTION

SEQUENCE PLAN

AREAS 1A AND 8

G-4

9-16

9-15

9-18

9-14

9-20

9-21

6-9

P.I.V.

6-7

6" AC

12"

6-3

6-6

12"

P.I. VALVE

6" A.C.

9-20

9-19

6" AC

EX. BACKFLOW

PREVENTER

9-14

9-15

9-16

6N2

6NW

6N1

CONSTRUCTION SEQUENCE - AREA 1A

SCALE 1" = 200'-0"

0 200

SCALE IN FEET

NOTE:

1. TEXT IN BLOCKS (I.E. ) REFERENCE

"CONSTRUCTION SEQUENCE" NOTES. REFER

TO SHEET G-2.

CONSTRUCTION SEQUENCE - AREA 8

SCALE 1" = 200'-0"

0 200

SCALE IN FEET

7-12

7-4

7-8

6-35

6-21

6-20

6-18

6-17

7-6

7-1

7-22

7-17

7-19

7-14

7-9

7-10

7-5

7-15

7-16

7-13

7-29

7-64

7-27

7-26

7-25

7-30

7-32

7-31

7-33

7-2

8" AC

8.00" AC

10" AC

1-1/2"

4-45B

3-12A

4-29A

4-45

6-36

6-37

3-11

4-71

4-73

(NOT LOCATED)

4-78A

4-20

3-3

12"

10"

4-54

4-28A

6-28B

6-28A

6-28

4-40

4-29B

RECENTLY INSTALLED

12" C900 LINE FROM

MULTI-FAMILY HOUSING

AREA

12"

ELEVATED

STORAGE

TANK

8.00" AC

10" AC

7-63

7-29

2" WAT

WAT

12"

7-61

PIV

7-62

PIV

4-76

PIV

7-11

3" WAT

3-83

NOT

FOUND

PIV

8.00" AC

2"Ø COPPER

PIPE UP

THRU FLOOR

2-1/2"

PVC O.D.

2 VALVES, POOL

FILL VALVE BOX

W V

2"Ø PIPE @

FAUCET

1-1/4"Ø @

VALVEBOX

1"Ø COPPER

AT W.H.

1"Ø COPPER

AT W.H.

10"

8.00" AC

10"

8.00" AC

PIV

1"Ø COPPER

AT W.H.

2-1/2"

1-1/2"

7-12

7-13

10"

7-11

7-10

7409A

7-5

7407B

7-9

7407A

10"

7340B

7-4W

7-4

7-2

7-3

7-8

7421A

7422A

7-6

4-20W

7-19

7340A

7-63

6-28

6-17

6-18

7-25

7-27

7-64

4-55E

7-61

4-40W

7-45

10"

7-17

7-16

10"

12"

6-20

6-37

6-35

2-1/2"

6-36

12"

1-1/2"

7301A

7-22

10"

PIV

7-29

4-71

10"

3-20N

3-20E

5DN

1-1/2"

4-54

6220A

5DW

10"

7-1

PIV

2-1/2"

10"

4-78A

10"

7-15

10"

7-62

10"

4-40E

10"

4-29C

4-55S

10"

12"

3-21S

3-21E

10"

3-11

4-55N

10"

CAP

7421,7422

12"

4-45N

4-73

6220B

3-21N

3-20S

5DS

4-20S

4-20N

4-45W

4-45E

001N

4DN

4DS

4DW

10"

7-4N

5CDN

5CDS

5CDE

4BCN

4BCS

45BCN

7301W

7-17S

5-BCS

5-BCN

5-BCE

7403N

4BE

4BW

4BN

3-12N

3-12W

3-12S

PIV

4CS

7-18

PIV

45CW

45CE

45CN

4CS

PIV

7301B

6-28A

1-1/2"

6-19

6-15

5BW

7-24

7-60

7-65

BASE CIVIL

ENGINEER

CHIEF OF

ENGINEERING

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CEO

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CONSTRUCTION

MANAGEMENT

CORROSION

ENGINEER

CEV

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THIS IS A GEO-REFERENCED

DRAWING

FNWZ 12-0097

04/30/2014

CONSTRUCTION

SEQUENCE PLAN

AREA 9

G-5

CONSTRUCTION SEQUENCE - AREA 9

SCALE 1" = 200'-0"

0 200

SCALE IN FEET

NOTE:

1. TEXT IN BLOCKS (I.E. ) REFERENCE

"CONSTRUCTION SEQUENCE" NOTES. REFER

TO SHEET G-2.

6030C

9-48

4-6

4-9

6-2

9-8

9-49

9-10

9-11

9-6

6-10

6-1

6-5

6-4

6-6

6-8

6-7

9-3

4-56

4-3A

4-4

4-3

4-5

6-3

3-42

3-70B

3-78

3-70

3-70A

3-78A

3-76

3-75

3-74

3-57

3-56

3-58A

3-53

3-32

3-52A

3-43

3-44

3-46

3-61A

3-61

3-59A

3-60

3-59

3-38

MH #6-13G

3-73

9-12

6030B

EX. WTR SERV.

TO BLDG. 9190

3-69

NOT FOUND

PIV

10" AC

6" FIRE

1-1/4"

10"

PIV

4-7

REMOVE/SALVAGE EX.

PURGE STATION;

DEMOLISH BOLLARDS

(NOT LOCATED)

4-55

6-43

PIV

6-40

6-42

PIV

REMOVE AND RELOCATE EX. PURGE

STATION WITH BOLLARD; REFER

SHEET 11-B FOR CONTINUATION

PIV

6-44

EX. 2" PIPE

RISER WITH

FAUCET

PIV

EX. PIPE

RISER WITH

FAUCET

EX. 1" PIPE

RISER WITH

FAUCET

EX. EMERGENCY

EYE WASH STATION

9-40

EX. EMERGENCY

EYE WASH STATION

PIV

2-1/2"

6030A

2-1/2"

1-1/2"

PIV

6-4

6-3

6-2

6-5

10"

6-42

6-40

3-42

6-44

1-1/2"

9-48

9-8

3/4"

10"

6030A

6030B

6-43

6030C

4-7

4-6

9-49

9-6

1-1/2"

PIV

2-1/2"

1-1/2"

2-1/2"

10"

3-46N

3-46W

3-46S

3-60N

3-60S

3-60E

9-10

9-40

2-1/2"

9-11

PIV

10"

7004A

2-1/2"

PIV

3-73S

3-73N

3-74S

3-74N

3-74E

3-69N

3BS

3BE

3BN

3BW

23BS

23BW

23BE

2BE

2BS

2BW

2BN

2ABN

2ABE

3RS

3RE

3RW

9328S

3-ARN

3-ARS

PIV

10"

PIV

10"

1A3S

1BN

1A3E

10"

A3N

3-52A

PIV

RELOCATED

PURGE STATION

WITH BOLLARDS

3-73E

PIV

6-26

6-11

6-9

A3W

3-56

3-77N

9-41

9-42

9-44

9-50

9-51

6-41

4-51

6-31

6-39

6-38

4-54

4-52

BASE CIVIL

ENGINEER

CHIEF OF

ENGINEERING

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DESIGN

CEO

GROUND

SAFETY

COMMUNICATIONS

BIOENVIRONMENTAL

ENGINEER

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WTA 13093

LGT

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FIRE CHIEF

CONSTRUCTION

MANAGEMENT

CORROSION

ENGINEER

CEV

USING AGENCY

THIS IS A GEO-REFERENCED

DRAWING

FNWZ 12-0097

04/30/2014

CONSTRUCTION

SEQUENCE PLAN

AREA 10

G-6

CONSTRUCTION SEQUENCE - AREA 10

SCALE 1" = 200'-0"

0 200

SCALE IN FEET

NOTE:

1. TEXT IN BLOCKS (I.E. ) REFERENCE

"CONSTRUCTION SEQUENCE" NOTES. REFER

TO SHEET G-2.

7-43

7-50

4-9

4-10

7-53

7-51

6-2

7-22

6-1

7-41

7-42

7-36

7-37

7-35

7-29

7-64

7-27

7-26

7-25

6-5

6-4

7-39

7-40

7-48

7-49

7-30

7-32

7-31

7-44

7-38

7-47

7-46

7-45

7-33

5-1

7-54

4-19

4-17

4-16

4-15

4-14

4-14A

5-3

5-5

6-25

7-52

10" AC

6-3

1-1/2"

4-45B

4-86A

4-86B

3-32

3-52A

4-166

3-43

3-44

4-142

4-15

4-141

4-45

4-86

4-79A

3-19

4-71

4-73

(NOT LOCATED)

4-78A

4-54

4-98

10" AC

7-29

PIV

4-76

PIV

F.H. SET IN

CENTER OF

CONCRETE

ISLAND

EX. MANHOLE

COVERS

CRUSHED RISER

ONLY; NO COVER,

FILLED WITH DIRT

NEW F.H. NO

ISOLATION VALVE

PIV

NEWLY REPLACED

F.H. W/SHUT-OFF

COVER IN SIDEWALK

NO WATER

AT CANOPY

PIV

NOT FOUND

ABANDONED

VALVEBOX

DEMOLISH

EXISTING

DRINKING

FOUNTAIN

NOT

FOUND

PIV

EX. PIV

FIRE PUMP

HOUSE

PIV

8.00" AC

PIV

5-4

PIV

4-43

PIV

ALUMINUM

RISER W/

LOCKING CAP

4-42

NEWLY REPLACED

F.H. W/SHUT-OFF

BACK TO MAIN

PIV

10" AC

PIV

2-1/2"

7-25

7-27

7-64

4-55E

7-6

7-45

7-46

4-102N

4-103N

7-47

7-54

4-141N

10"

12"

2-1/2"

7301A

7-22

10"

PIV

7-29

4-71

10"

3-19N

4-54

PIV

4-7

PIV

1-1/2"

PIV

1-1/2"

PIV

2-1/2"

2" WAT. TO

COOLING

TOWER

2-1/2"

PIV

2-1/2"

PIV

2-1/2"

EX. EMERGENCY

EYE WASH STATION

1-1/2"

PIV

2-1/2"

1-1/2"

PIV

1-1/2"

PIV

4-17

4-16

4-15

7008A

7008B

7008D

7-53

7-44

4-98E

7-51

7-42

7-50

7-41

4-86E

7-40

7004B

7-39

6-4

6-3

6-2

6-5

6-25

7-52

4-142W

4-142S

5-4

5-5

10"

2-1/2"

10"

7-48

7-49

4-48

4-15

PIV

10"

1-1/2"

PIV

2-1/2"

10"

4-78A

10"

4-11

7-43

1-1/2"

10"

4-55S

10"

5-3

4-102E

4-103W

4-103S

10"

4-55N

4-166

7008C

4-142N

4-45N

PIV

10"

7004A

2-1/2"

PIV

DEMOLISH

EXISTING

DRINKING

FOUNTAIN

4-73

4-141W

4-141E

3-19W

3-19E

4-45W

4-45E

4-86N

4-86S

4DN

4DS

4DW

4BCN

4BCS

45BCN

4BE

4BW

4BN

3BS

3BE

3BN

3BW

23BS

23BW

23BE

2BE

2BS

2BW

2BN

2BCN

2BCW

2BCS

23BCN

4-98N

4-98S

1DN

1CN

1BCW

4216W

PIV

10"

PIV

10"

1BN

10"

4CS

7-18

4CS

1-1/2"

A3N

3-52A

PIV

1-1/2"

PIV

6-32

6-19

6-26

A3W

23CDN

FL6E

7-24

6-31

8-27

7-60

6-39

6-38

4-40

4-41

4-54

4-52

4-45

BASE CIVIL

ENGINEER

CHIEF OF

ENGINEERING

CHIEF OF

DESIGN

CEO

GROUND

SAFETY

COMMUNICATIONS

BIOENVIRONMENTAL

ENGINEER

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LGT

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FIRE CHIEF

CONSTRUCTION

MANAGEMENT

CORROSION

ENGINEER

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USING AGENCY

THIS IS A GEO-REFERENCED

DRAWING

FNWZ 12-0097

04/30/2014

CONSTRUCTION

SEQUENCE PLAN

AREA 11

G-7

CONSTRUCTION SEQUENCE - AREA 11

SCALE 1" = 200'-0"

0 200

SCALE IN FEET

NOTE:

1. TEXT IN BLOCKS (I.E. ) REFERENCE

"CONSTRUCTION SEQUENCE" NOTES. REFER

TO SHEET G-2.

3-141

8-16

8-18

8-19

8-9

8-10

8-17

8-24

8-23

8-22

8-21

8-20

5-1

7-54

8-14

8-7

8-6

8-8

8-15

5-9

5-14

5-13

5-3

5-21

5-22

5-21

5-19

10" AC

6" AC

8" AC

M.H. #8-8A

RIM 1769.50

INV 1765.99

4-137

4-137A

5-11

4-128

8-34

4-130

4-142

4-141

6" AC

8" HDPE

4-111A

10"

10" AC

8" AC

PIV

EX. MANHOLE

COVERS

CRUSHED RISER

ONLY; NO COVER,

FILLED WITH DIRT

NEW F.H. NO

ISOLATION VALVE

PIV

8-38

PIV

8-37

NOT FOUND

NOT IN

SERVICE

PIV

5-8

5-63

8-35

PIV

8-30

OLD PORT.

BLDG. SITE

(VACANT)

PIV

8-32

PIV

5-6

RISER W/ ALUMINUM

JACKET ABOVE GRADE

8-12

8-13

PIV W/

CONTROL

EYE WASH

STATION

AQUA SHIELD

BOX COVER W/

B.F. PREVENTER

PURGE STATION

WITH BOLLARDS

6" AC

ABOVE GRADE

DOUBLE CHECK

W/ VALVE BOX

PIV

1-1/2"

8" AC

5-62

EX. FIRE LINE

VALVE PIT

4-103N

7-54

4-141N

10"

8-20

8-21

8-22

8-23

8-38

8-12

8-6

8-13

8-14

8-7

8-16

8-8

8-15

8-10

8-17

8-24

8-19

8-37

5-8

5-63

8-35

8-34

8-30

8-32

5-62

5-6

4-142W

4-142S

8030B

PIV

5162A

5162B

2-1/2"

PIV

4-127N

4-128W

PIV

2-1/2"

5-9

PIV

1-1/2"

EX. 1-1/2" PIPE

RISER WITH

F.P. FAUCET

1-1/2"

4-127S

1-1/2"

10"

4-111E

10"

2-1/2"

1-1/2"

PIV

1-1/2"

3/4"

1-1/4"

3/4"

8015B

8015A

8019A

1-1/2"

8030A

1-1/2"

2-1/2"

PIV

1-1/2"

8-5

8-11

PIV

ABANDONED

5-3

4-103W

4-103S

10"

2-1/2"

RELOCATED

PURGE STATION

WITH BOLLARDS

4-137

5-1

PIV

4-142N

4-130W

2-1/2"

4-141W

4-141E

4-130N

4-130S

4-111S

4-111W

3-141N

3-141E

3-141W

4-128N

4-128S

2D2W

2D2N

2D2S

1D2S

1D2E

E1S

2ESE

2ESN

2ESW

8019B

23ES

3E1

3E2

3E3

3DEN

3DEW

3DES

1D3W

1D3E

1D3S

1D4N

1D4S

1D4W

2ENN

2ENS

2ENW

2DEE

1D23N

1D23E

12D2W

12D2S

2.00" EYEWASH

STATION

EX. 1" PIPE

RISER WITH

F.P. FAUCET

1-1/2"

12D2N

2-1/2"

PIV

8-18

PIV

FL2E

FL1E

FL3E

FL4E

FL5E

5-46

8-39

8-33

5-64

5-61

5-60

8-40

5-51

5-2

5-3

3-1

CONSTRUCTION SEQUENCE - AREA 12

SCALE 1" = 200'-0"

0 200

SCALE IN FEET

AREA 10

AREA 11

BASE CIVIL

ENGINEER

CHIEF OF

ENGINEERING

CHIEF OF

DESIGN

CEO

GROUND

SAFETY

COMMUNICATIONS

BIOENVIRONMENTAL

ENGINEER

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CONSULTING ENGINEERS

WTA 13093

LGT

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FIRE CHIEF

CONSTRUCTION

MANAGEMENT

CORROSION

ENGINEER

CEV

USING AGENCY

THIS IS A GEO-REFERENCED

DRAWING

FNWZ 12-0097

04/30/2014

G-8

WATER ISOLATION VALVE

SCHEDULES

AREA 8 WATER ISOLATION VALVE SCHEDULE

DESIGNATION GENERAL LOCATION SHEET NO.

GPS LOCATION (1) SIZE IN

INCHES MATERIAL NOTES

LATITUDE LONGITUDE

4-40E 4TH & AVE. B 6-E 10 CI

4-40W 4TH & AVE. B 6-E 10 CI

4DN 4TH & AVE. B 6-E 10 CI

4DS 4TH & AVE. B 6-E 10 CI

4DW 4TH & AVE. B 6-E 10 CI

4-29C SOUTH OF 5TH & TEXAS 6-F 10 CI

5DN 5TH & AVE. D 6-F 10 CI

5DS 5TH & AVE. D 6-F 10 CI

5DW 5TH & AVE. D 6-F 10 CI

4-54 4TH @ BLDG. 7215 7-E 6 CI

4-55E 4TH @ BLDG. 7201 7-E 8 CI

4-55N 4TH @ BLDG. 7201 7-E 10 CI

4-55S 4TH @ BLDG. 7201 7-E 10 CI

45CE AVE. C @ BLDG. 7340 7-E 8 CI

45CN AVE. C @ BLDG. 7340 7-E 8 CI

45CW AVE. C @ BLDG. 7340 7-E 8 CI

4CS 4TH @ BLDG. 7339 7-E 8 CI

7-17S BETWEEN BLDG. 7339 & BLDG.

7340 7-E 8 CI

4-20N 5TH & AVE. C 7-F 10 CI

4-20S 5TH & AVE. C 7-F 10 CI

4-20W 5TH & AVE. C 7-F 8 CI

5CDE 5TH @ BLDG. 7316 7-F 8 CI

5CDN 5TH @ BLDG. 7316 7-F 10 CI

5CDS 5TH @ BLDG. 7316 7-F 10 CI

7-4N F.H. 7-4 EAST OF BLDG. 7407 7-F 8 CI

45BCN BLDG. 7301 8-E 10 CI

4-76A 4TH & AVE. C 8-E 10 CI

4BC 4TH @ BLDG. 7106 8-E 10 CI

4BCE 4TH @ BLDG. 7110 8-E 10 CI

4BCN 4TH @ BLDG. 7110 8-E 10 CI

4BCS 4TH @ BLDG. 7110 8-E 10 CI

7301W BLDG. 7301 8-E 8 CI

5BCE 5TH @ BLDG. 7350 8-F 8 CI

5BCN 5TH @ BLDG. 7350 8-F 10 CI

5BCS 5TH @ BLDG. 7350 8-F 10 CI

6-28 5TH SOUTH OF TRAFFIC CIRCLE 8-F 10 CI

6-28A 5TH SOUTH OF TRAFFIC CIRCLE 8-F 12 CI

7403N BLDG. 7403 8-F 8 CI

3-20E 4TH @ WATER TOWER (WEST) 9-D 12 CI

3-20N 4TH @ WATER TOWER (WEST) 9-D 8 CI

3-20S 4TH @ WATER TOWER (WEST) 9-D 12 CI

4BE 4TH & AVE. B 9-D 10 CI

4BN 4TH & AVE. B 9-D 12 CI

4BW 4TH & AVE. B 9-D 10 CI

001N WATER TOWER 9-E 12 CI

3-21E 4TH @ WATER TOWER (NORTH) 9-E 12 CI

3-21N 4TH @ WATER TOWER (NORTH) 9-E 6 CI

3-21S 4TH @ WATER TOWER (NORTH) 9-E 12 CI

5BW AVE. B. WEST OF TRAFFIC CIRCLE 9-E 12 CI

3-12N 4TH @ BLDG. 6240 10-D 6 CI

3-12S 4TH @ BLDG. 6240 10-D 8 CI

3-12W 4TH @ BLDG. 6240 10-D 8 CI

AREA 1A WATER ISOLATION VALVE SCHEDULE

DESIGNATION GENERAL LOCATION SHEET NO.

GPS LOCATION (1) SIZE IN

INCHES MATERIAL NOTES

LATITUDE LONGITUDE

6N2 BLDG. 9201 (SOUTHEAST) 12-K 6 CI

6NW BLDG. 9201 (NORTHEAST) 13-K 6 CI

6N1 BLDG. 9201 (NORTHWEST) 13-K 6 CI

6S BLDG. 9201 (NORTHWEST) 13-K 6 CI

6W BLDG. 9201 (NORTHWEST) 13-K 6 CI

AREA 9 WATER ISOLATION VALVE SCHEDULE

DESIGNATION GENERAL LOCATION SHEET NO.

GPS LOCATION (1) SIZE IN

INCHES MATERIAL NOTES

LATITUDE LONGITUDE

1BN 1ST ST. & AVE. B 8-B 10 CI

A3N AVE. A-3 @ BLDG. 4201 9-B 6 CI TAPPING SLEEVE @ 10"

MAIN

A3W AVE. A-3 @ BLDG. 4201 9-B 8 CI TAPPING SLEEVE @ 10"

MAIN

3-52A FLIGHT LINE @ BLDG. 4201 9-A 8 CI TAPPING SLEEVE @ 8"

MAIN

3-46N 2ND ST. & AVE. A-3 9-B 8 CI

3-46S 2ND ST. & AVE. A-3 9-B 8 CI

3-46W 2ND ST. & AVE. A-3 9-B 8 CI

2ABN 2ND ST. SOUTHWEST OF BLDG.

6030 9-B 8 CI

2ABE 2ND ST. SOUTHWEST OF BLDG.

6030 9-B 6 CI

1A3E 1ST ST. & AVE. A-3 9-B 10 CI

1A3S 1ST ST. & AVE. A-3 9-B 10 CI

3-56 FLIGHT LINE @ BLDG. 4101 10-A 8 CI TAPPING SLEEVE @ 8"

MAIN

3-60E 2ND ST. & AVE. A 10-B 8 CI

3-60N 2ND ST. & AVE. A 10-B 8 CI

3-60S 2ND ST. & AVE. A 10-B 8 CI

3-42 3RD ST. WEST OF BLDG. 6142 10-C 8 CI

3A 3RD ST. & AVE. A 10-C 8 CI

3-73E 3RD ST. & AMMO RD 11-C 8 CI

3-73N 3RD ST. & AMMO RD 11-C 8 CI

3-73S 3RD ST. & AMMO RD 11-C 8 CI

3ARN 3RD ST. @ DRAINAGE DITCH 11-C 8 CI NORTH OF DRAINAGE

DITCH

3ARS 3RD ST. @ DRAINAGE DITCH 11-C 8 CI SOUTH OF DRAINAGE

DITCH

3-69N SOUTHWEST OF FUEL TANK FARM 12-B 8 CI

3RE 3RD ST. & RAPCON RD 12-B 6 CI

3RS 3RD ST. & RAPCON RD 12-B 8 CI

3RW 3RD ST. & RAPCON RD 12-B 8 CI

3-74E 3RD ST. @ BLDG. 9304 12-C 8 CI

3-74N 3RD ST. @ BLDG. 9304 12-C 8 CI

3-74S 3RD ST. @ BLDG. 9304 12-C 8 CI

3-77N EAST OF BLDG. 9304 12-C 6 CI

9328S SOUTHEAST OF BLDG. 9328 12-D 6 CI TAPPING SLEEVE @ 8"

MAIN

NOTES:

1. THE CONTRACTOR SHALL SECURE THE SERVICES OF A REGISTERED PUBLIC SURVEYOR

TO DETERMINE THE LOCATION OF ALL NEW VALVES INSTALLED UNDER THIS PROJECT

AND ALL EXISTING VALVES LISTED ABOVE, USING GLOBAL POSITIONING SYSTEM (GPS)

EQUIPMENT AND TECHNOLOGY. THE GPS EQUIPMENT/TECHNOLOGY USED SHALL BE OF

THE "REAL TIME KINEMATICS (RTK) FLOAT POSITIONS" TYPE AND SHALL PROVIDE

ACCURACY OF 20cm-1.0m. EQUIPMENT SHALL CONSIST OF TWO(2) RECEIVER STATIONS

WITH A RADIO LINK. LATITUDE AND LONGITUDE VALUES FOR ALL NEW VALVE LOCATIONS

SHALL BE RECORDED IN THE SPACES PROVIDED IN THE SCHEDULES ON THIS SHEET.

THIS INFORMATION SHALL BE PROVIDED IN THE CONTRACTOR'S RECORD DRAWINGS ("AS

BUILT") SUBMISSION. THE SURVEYOR SHALL PROVIDE AS SIGNED AND SEALED LETTER

ATTESTING TO THE ACCOMPLISHMENT AND ACCURACY OF THIS LOCATION WORK. THIS

LETTER SHALL BE PROVIDED WITH THE COMPLETED SCHEDULES.

2. ANY ADDITIONAL ISOLATION VALVES (NEW OR EXISTING VALVES INDICATED TO REMAIN)

WHICH ARE NOT LISTED IN THIS SCHEDULE, BUT APPEAR ON THE DRAWINGS, SHALL BE

LOCATED AND ADDED TO THIS SCHEDULE.

BASE CIVIL

ENGINEER

CHIEF OF

ENGINEERING

CHIEF OF

DESIGN

CEO

GROUND

SAFETY

COMMUNICATIONS

BIOENVIRONMENTAL

ENGINEER

SECURITY

POLICE

WTA, INC.

CONSULTING ENGINEERS

WTA 13093

LGT

BDW 4-30-2014

FIRE CHIEF

CONSTRUCTION

MANAGEMENT

CORROSION

ENGINEER

CEV

USING AGENCY

THIS IS A GEO-REFERENCED

DRAWING

FNWZ 12-0097

04/30/2014

G-9

WATER ISOLATION VALVE

SCHEDULES

AREA 10 WATER ISOLATION VALVE SCHEDULE

DESIGNATION GENERAL LOCATION SHEET NO.

GPS LOCATION (1) SIZE IN

INCHES MATERIAL NOTES

LATITUDE LONGITUDE

4-142N 2ND ST. & AVE. D 6-C 10 CI

4-142S 2ND ST. & AVE. D 6-C 8 CI

4-142W 2ND ST. & AVE. D 6-C 10 CI

4-141E AVE. D & SERVICE RD 6-C 10 CI

4-141N AVE. D & SERVICE RD 6-C 8 CI

4-141W AVE. D & SERVICE RD 6-C 10 CI

23CDN SERVICE RD & BLDG. 7008 6-C 8 CI

4-98E 3RD ST. @ BLDG. 7008 6-C 6 CI

4-98N 3RD ST. @ BLDG. 7008 6-C 8 CI

4-98S 3RD ST. @ BLDG. 7008 6-C 8 CI

1CN 1ST ST. @ BLDG. 5003 6-C 10 CI

1DN 1ST ST. @ BLDG. 5001 6-C 10 CI

4-103N 3RD ST. & AVE. D (SOUTH) 6-D 10 CI

4-103S 3RD ST. & AVE. D (SOUTH) 6-D 8 CI

4-103W 3RD ST. & AVE. D (SOUTH) 6-D 10 CI

4-102E 3RD ST. & AVE. D (NORTH) 6-D 10 CI

4-102N 3RD ST. & AVE. D (NORTH) 6-D 8 CI

4-45E AVE. D @ BLDG. 7221 6-D 10 CI

4-45N AVE. D @ BLDG. 7221 6-D 6 CI

4-45W AVE. D @ BLDG. 7221 6-D 10 CI

1BCW 1ST ST. @ BLDG. 7040 7-B 10 CI

4216W 1ST ST. @ BLDG. 4216 7-B 8 CI

4-15 1ST ST. @ BLDG. 4311 7-C 10 CI

4-86E 3RD ST. @ BLDG. 7007 7-C 6 CI

4-86N 3RD ST. @ BLDG. 7007 7-C 8 CI

4-86S 3RD ST. @ BLDG. 7007 7-C 8 CI

FL6E FLIGHT LINE @ BLDG. 4216 8-B 8 CI TAPPING SLEEVE @ EX.

MAIN

4-166 1ST ST. @ BLDG. 4218 8-B 8 CI

2BN 2ND ST. (WEST) & AVE. B 8-B 8 CI

2BW 2ND ST. (WEST) & AVE. B 8-B 8 CI

2BE 2ND ST. (EAST) & AVE. B 8-C 10 CI

2BS 2ND ST. (EAST) & AVE. B 8-C 10 CI

2BCN 2ND ST. @ BLDG. 7040 8-C 10 CI

2BCS 2ND ST. @ BLDG. 7040 8-C 10 CI

2BCW 2ND ST. @ BLDG. 7040 8-C 10 CI

23BE AVE. B & SERVICE RD 8-C 10 CI

23BS AVE. B & SERVICE RD 8-C 8 CI

23BW AVE. B & SERVICE RD 8-C 10 CI

23BCN SERVICE RD @ BLDG. 7004 8-C 8 CI

23BCE SERVICE RD @ BLDG. 7004 8-C 8 CI SERVES FIRE PUMP HOUSE

3BE 3RD ST. & AVE. B 8-C 10 CI

3BN 3RD ST. & AVE. B 8-C 6 CI

3BS 3RD ST. & AVE. B 8-C 8 CI

3BW 3RD ST. & AVE. B 8-C 10 CI

4-73 BLDG. 7110 (SOUTH) @ A.W.

TRACK 8-D 6 CI

3-19E AVE. B @ BLDG. 6127 (SOUTH) 9-D 10 CI

3-19N AVE. B @ BLDG. 6127 (SOUTH) 9-D 6 CI

3-19W AVE. B @ BLDG. 6127 (SOUTH) 9-D 10 CI

AREA 11 WATER ISOLATION VALVE SCHEDULE

DESIGNATION GENERAL LOCATION SHEET NO.

GPS LOCATION (1) SIZE IN

INCHES MATERIAL NOTES

LATITUDE LONGITUDE

FL1E MARION RD (SOUTHEAST) 1-C 6 CI TAPPING SLEEVE TO F.H.

FL2E MARION RD @ BLDG. 5270 3-B 6 CI TAPPING SLEEVE @ EX.

MAIN

E1S 1ST ST. & AVE. E-1 3-C 6 CI

2ESE 2ND ST. & AVE. E (SOUTH) 3-C 10 CI

2ESN 2ND ST. & AVE. E (SOUTH) 3-C 8 CI

2ESW 2ND ST. & AVE. E (SOUTH) 3-C 8 CI

23ES AVE. E @ BLDG. 8019 3-D 8 CI

3E1 3RD ST. @ DRAINAGE DITCH 3-D 6 CI NORTH OF DRAINAGE

DITCH

3E2 3RD ST. @ DRAINAGE DITCH 3-D 6 CI SOUTH OF DRAINAGE

DITCH

3E3 3RD ST. @ SOUTH END 3-D 6 CI

FL3E AVE. D-4 @ FLIGHT LINE 4-B 8 CI TAPPING SLEEVE @ EX.

MAIN

FL4E AVE. D-4 @ BLDG. 5201 4-B 6 CI

FL5E AVE. D-3 @ FLIGHT LINE 4-B 6 CI TAPPING SLEEVE @ EX.

MAIN

1D4N 1ST ST. @ BLDG. 5202 4-C 8 CI

1D4S 1ST ST. @ BLDG. 5202 4-C 8 CI

1D4W 1ST ST. @ BLDG. 5202 4-C 8 CI

1D3E 1ST ST. @ BLDG. 5110 4-C 8 CI

1D3S 1ST ST. @ BLDG. 5110 4-C 8 CI

1D3W 1ST ST. @ BLDG. 5110 4-C 6 CI

4-127N NORTH OF BLDG. 5140 4-C 8 CI

4-127S NORTH OF BLDG. 5140 4-C 8 CI

4-128N 2ND ST. @ BLDG. 5140 4-C 8 CI

4-128S 2ND ST. @ BLDG. 5140 4-C 8 CI

4-128W 2ND ST. @ BLDG. 5140 4-C 8 CI

2DEW 2ND ST. @ BLDG. 5142 4-C 6 CI

2DEE 2ND ST. @ BLDG. 8016 4-C 8 CI

2ENN 2ND ST. & AVE. E (NORTH) 4-C 8 CI

2ENS 2ND ST. & AVE. E (NORTH) 4-C 8 CI

2ENW 2ND ST. & AVE. E (NORTH) 4-C 8 CI

3-141E 3RD ST. (WEST) & AVE. E 4-D 10 CI

3-141N 3RD ST. (WEST) & AVE. E 4-D 8 CI

3-141W 3RD ST. (WEST) & AVE. E 4-D 10 CI

4-111E 3RD ST. (EAST) & AVE. E 4-D 10 CI

4-111S 3RD ST. (EAST) & AVE. E 4-D 6 CI

4-111W 3RD ST. (EAST) & AVE. E 4-D 10 CI

3DEN 3RD ST. @ BLDG. 8080 4-D 8 CI

3DES 3RD ST. @ BLDG. 8080 4-D 8 CI

3DEW 3RD ST. @ BLDG. 8080 4-D 6 CI

4-137 AVE. D-2 @ FLIGHT LINE 5-B 8 CI TAPPING SLEEVE @ EX.

MAIN

4-130N 2ND ST. @ NEW BLDG. 5-C 8 CI

4-130S 2ND ST. @ NEW BLDG. 5-C 8 CI

4-130W 2ND ST. @ NEW BLDG. 5-C 8 CI

12D2N AVE. D-2 @ BLDG. 5013 5-C 6 CI

12D2S NORTH OF BLDG. 5162 5-C 8 CI

12D2W NORTH OF BLDG. 5162 5-C 6 CI

1D23E 1ST ST.@ BLDG. 5107 5-C 6 CI

1D23N 1ST ST. @ BLDG. 5107 5-C 6 CI

1D2E 1ST ST. @ AVE. D-2 5-C 8 CI

1D2S 1ST ST. @ AVE. D-2 5-C 6 CI

2D2N 2ND ST. & AVE. D-2 5-C 8 CI

2D2S 2ND ST. & AVE. D-2 5-C 8 CI

2D2W 2ND ST. & AVE. D-2 5-C 8 CI

2DW 2ND ST. @ BLDG. 8032 5-C CI

3DW 3RD ST. @ BLDG. 8008 5-D 6 CI