1 -C2l 01 -DB-921 00-0001 cooi on

DRAWING NO. DESCRIPTION1-C2101-DB-92100-0001 COOl 00 COVER SHEET1-C2101-DB-91 135-0001 0001 00 3~ CONTROL POINT VALVE ABANDONMENT DETAILS1-C2101-DB-92100-0001 0001 00 311 & 4” CONTROL POINT VALVE LOCATION DETAILS1-C2101-DB-92110-0001 0001 00 3” & 4” CONTROL POINT FABRICATION DETAILS1-C2101-DB-91121-0001 0001 00 EXCAVATION AND COMPACTION DETAILS1-C2101-DB-91 121-0001 000200 EXCAVATION AND COMPACTION DETAILS

2oi?,—Ft~a- it ISSUED FOR TENDER

REFERENCE DOCUMENTS: NO. DATE REVISIONS APP. —

SCALE: N.T.S.

DRAWN: J.DUVAL

DATE: 201 3-FEB-27

NETWORK:

CHECK: -

CATH.:

GAS DISTRIBUTION

-DESIGN-COVER SHEET FOR

3” & 4” CONTROL POINT VALVE FORMORRIS 3” & 4” TP PIPELINES

SHT. REV.

Cool

STATION INSPECTOR:NAME: _______

CELL PH.: ____

START DATE: —

COMPLETION DATE:ENERGIZED DATE:

PROVIDE A COMPLETE DESCRIPTION, MODELOR FIGURE NUMBER OF MAJOR COMPONENTSUSED IN THE PROJECT WORK SHOWN INTHIS SET OF DESIGN DRAWINGS;

* REGULATORS-

* RELIEF VALVES-

* ISOLATION VALVES-

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00GIS GRID: 0088-0320 l-C21 01-DB-921 00-0001

I -C21 01-DB-91 135-0001 0001 00

LEGEND:EXISTING

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ISOMETRIC VIEW3” CONTROL POINT VALVEABANDONMENT DETAILS

SCALE: 0’-112” - 1-0”

IN MY OPINION, THE PLANSAND SPECIFICATIONS SUBMITTEDARE IN ACCORDANCE WITHCSAZ662-11 GAS PIPELINESYSTEMS AND THECONSTRUCTION OF THEFACILITIES PROPOSED HEREINWILL NOT ENDANGER THE

TO SOUTH LIMIT201

(2’)

(33’-O”)

.0

ABANDON & REMOVE

NOTES:

1. CONTRACTOR SHALL LOCATE ALL UTILITIES AND PIPELINESPRIOR TO EXCAVATION.

2. CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN FIELD PRIORTO EXCAVATION.

3. DIMENSIONS IN ()ARE NOMINAL AND TO SUIT WORK REQUIRED.

I~c~ —~—~‘ ISSUED FORTENDERPLAN VIEW

3 CONTROL POINT VALVE

ABANDONMENT DETAILSSCALE: 0-112” - 1-0”

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REFERENCE DOCUMENTS:

SCALE: AS NOTED

DRAWN: J.DUVAL

DATE: 201 3-FEB-27

NO. DATE REVISIONS APP.

NETWORK:

CHECK:

GAS DISTRIBUTION

-DESIGN-

CATH.:

ABANDONMENT DETAILS FOR3” & 4” CONTROL POINT VALVE FOR

MORRIS 3” & 4” TP PIPELINES

-J

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DRAWING NO.

1-C2101-DB-91135-0001SHT. REV.

0001 I 00GIS GRID: 0088-0320

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1 -C21 01-DB-921 00-0001 0001 00

BILL OF MATERIALSN~ QTY SIZE DESCRIPTION CIIC

1 4 2 600 ANSI FLG x BW FULL PORT BALL VALVE2 1 3 600 ANSI BW FULL PORT BALL VALVE3 2 4 600 ANSI BW FULL PORT BALL VALVE4 13-0’ 3 SCH 40 SMLS. STL. ASTM A-106 CR. B PIPE 0092285 16-0” 4 SCH 40 SMLS. STL. ASTM A-106 CR. B PIPE 0092296 4-0” 3 SCH 40 SMLS. STL. ASTM A-106 CR. B YJ PIPE7 22-0” 4 SCH 40 SMLS. STL. ASTM A-lOB CR. B YJ PIPE8 4 3 SCH 40 BW SMLS. STL. ASTM A234-WPB 90 DEC LR ELBOW 4333039 6 4 SCH 40 BW SMLS. STL. ASTM A234-WPB 90 DEC LR ELBOW 00925910 1 3 SCH 40 BW SMLS. STL. ASTM A234-WPB TEE 62072311 1 4 SCH 40 BW SMLS. STL. ASTM A234-WPB TEE 98903412 2 3 X 2 SCH 40 BW SMLS. STL. ASTM A234-WPB REDUCING TEE 01300213 2 4 X 2 SCH 40 BW SMLS. STL. ASTM A234-WPB REDUCING TEE 01300514 1 4 X 3 SCH 40 BW SMLS. STL. ASTM A234-WPB CONC REDUCER 01244515 3 3 SCH 40 BW SMLS. STL. ASTM A234-WPB CAP 00924116 3 4 SCH 40 BW SMLS. STL. ASTM A234-WPB CAP 00924317 4 1/2 3000# THD FORGED STEEL ASTM A-i 05 [hex head] PLUC 23981118 4 2 600 ANSI FORGED STEEL ASTM A-los RF BLIND FLANGE c!w

1/2” NPT tap on center

19 4 2 600ANSI FLEXITALLIC GASKET 01084320 32 5/8 X 4+1/4 STL. ASTM A-I 93 GR. B7 STUDS ciw 2H HEX NUTS 60150821 8 4 BOLLARD, SCH 40 STL. ASTM A-53 CR. B PIPE 011766

FOR PRESSURE TESTINGPURPOSES ONLY (TYP) TESTING

(TYP)

PLAN VIEW

LEGEND:

3” & 4” CONTROL POINT VALVELOCATION DETAILSSCALE: 0-1/4” - 1-0”

EXISTINGPROPOSED

NOTES:

1. CONTRACTOR SHALL LOCATE ALL UTILITIES AND PIPELINESPRIOR TO EXCAVATION.

2. CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN FIELD PRIORTO EXCAVATION.

3. FOLLOW MI-I GAS PIPELINE WELDING PROCEDURE MI-IG-Il FORALL SHOP FABRICATED WELDS.

4. FOLLOW MR GAS PIPELINE WELDING PROCEDURE MI-IG-2 FORALL FIELD TIE-IN WELDS.

5. TEST PRESSURE: 8498 kPa (1214 psig)

I —~-~-~ I ISSUED FOR TENDER I YS.REFERENCE DOCUMENTS:

IN MY OPINION, THE PLANSAND SPECIFICATIONS SUBMIHEDARE IN ACCORDANCE WITHCSAZO62-11 GAS PIPELINESYSTEMS AND THECONSTRUCTION OF THEFACILITIES PROPOSED HEREINWILL NOT ENDANGER THEPUBLIC.

SCALE: AS NOTED

DRAWN: J.DUVAL

DATE: 2013-FEB-27

NO. DATE REVISIONS APP.

NETWORK:

CHECK:

GAS DISTRIBUTION

-DESIGN-

CATH.:DRAWING NO.

LOCATION DETAILS FOR3” & 4” CONTROL POINT VALVE FOR

MORRIS 3” & 4” TP PIPELINESSHT. REV.

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0001GIS GRID: 0088-0320 1-C21 01-DB-921 00-0001 00

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41211

GRADE

1-C2101-DB-921 10-0001 0001 00

:INISHED GRADE

SECTION A-A4” CONTROL POINT VALVE DETAILS

SCALE: 0-1/2’ - 1-0”

SECTION B-B4” INTERCONNECTION VALVE DETAILS

SCALE: 0-1/2” -

SECTION C-C3” CONTROL POINT VALVE DETAILS

SCALE: 0-1/2” - 1-0”

LEGENDEXISTINGPROPOSED ISSUED FOR TENDER

IN MY OPINION, THE PLANSAND SPECIFICATIONS SUBMITTEDARE IN ACCORDANCE WITHGSA Z662-1 I GAS PIPELINESYSTEMS AND THECONSTRUCTION OF THEFACILITIES PROPOSED HEREINWILL NOT ENDANGER THEPUBLIC.

3’-3~”

31311

3,9’,

EE NOTE 3

NOTES:

1.

2.

3.

CONTRACTOR SHALL LOCATE ALL UTILITIES AND PIPELINESPRIOR TO EXCAVATIONCONTRACTOR SHALL VERIFY ALL DIMENSIONS INTO EXCAVATION.APPROXIMATE DEPTH. CONTRACTOR TO VERIFY DEPTH PRIORTO FABRICATION.

FIELD PRIOR

REVISIONS

GAS DISTRIBUTION

-DESIGN-FABRICATION DETAILS FOR

3” & 4” CONTROL POINT VALVE FORMORRIS 3” & 4” TP PIPELINES

SHT.

0001

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ISSUED FOR TENDER

0002 00

2 TIP

FINISHED

WIDTH OF EXCAVATION h— [G~DE

.

\1 (3/4 DOWN .. \‘CRUSHED LIMESTONE) .~ y4

,3’-S 1/2” [MINJ \ \/A HJMITOF EXCAVAIION—~ ).

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______________________ 4

~/‘

LIMIT OF EXCAVAI1ON

DETAIL ‘B’SCALE: NTS

RCTAO’AE AU. TCR SOIL A/ID BOG//TICIN EXCAVAIION (ABOVE A BELOW PIPE)

2. COMPACT 3/4’ DOWN CRUSHED LiMESTONETO SEW STMTOABD PROCTOR IN CITESNOT EXCEEDING 6’ EACH.

3. AU. NEW PIPE TO BE SURROUNDEDWITH 6’ OF S//AD PRIOR TO EACI~WNEL

4. AU. HAlITE EXCESS IMThR[AI. TOBE HAULED AWAY P/ID DISPOSED OF.

NOTES— SITE FOUNDATION1. REMOVE THE TOP 10” OF TOP SOIL & ORGANiC MATERIAL AT ThE STAI1ON SITE.2. COMPACT NEWLY EXPOSED MA1ERIAL TO CONFORM TO 98% STN~DARD PROCTOR TESTS3. PROVIDE GRAVEL THROUGHOUT .45 INDICATED. COMPACT AREAS AS NOTED.4. COMPACTION OF HIS NEW MATERIAL TO CONFORM TO 98% STM~OASD PROCTOR TESTS

S. ALL COMPACTION TO BE DONE IN LIFTS NOT GREATER THAN 6” AT A TiME.

DETAIL ‘A’SCALE: NTS

—j WIDTH OF EXCAVATION b r~~~N”l’”””~~

\I” “(NATIVE MATERIAL)””’’”

,s~31/2’[MINj : :~. ~<

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/ •(3(4” DOWN ‘‘ . / 2-0’

CRUSHED LIMESTONE) N‘N •. -‘ ‘“.4\~’~

UMJ OF EXCAVATION

DETAIL ‘C’SCALE: NTS

1. REMOVE AU. TOP SOIL A/ID alGA/TICIN EACAVAITON (ABOVE A BELOW PIPE)

2. COMPACT 3/4~ DOWN CRUSHED UMESEONETO SEW SEAJSOABO PROCTOR IN UFISNOT EXCEEDING 8’ EACH.

3. AU. NEAl PIPE TO BE SIJRUOUNOEOWITH 6’ CF S//IT PROR TO OAD(PIWNG.

4. AU. HAlITE EXCESS MAIEGIAL TOBE HAULED AWAY mu DISPOSED CF.

REFERENCE DOCUMENTS:

SCALE: N.T.S.

IN MY OPINION, THE PLANSAND SPECIFICATIONS SUBMITTEDARE IN ACCORDANCE WITHCSAZ662-11 GAS PIPELINESYSTEMS AND THECONSTRUCTION OF THEFACILITIES PROPOSED HEREINWILL NOT ENDANGER THEPUBLIC.

NO. DATE

DRAWN: J.DUVAL

DATE: 2013-FEB-27

REVISIONS

NETWORK:

APP.

CHECK: -

GAS DISTRIBUTION

-DESIGN-

CATH.:

EXCAVATION AND COMPACTION DETAILS FOR3” & 4” CONTROL POINT VALVE FOR

MORRIS 3” & 4” TP PIPELINES

-J

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DRAWING NO.

1-C2101-DB-91121-0001SHT. REV.

0002 j015 GRID: 0088-0320

1-C2101-DB-91 121-0001 0001 00

EXISTINGPROPOSED

PLAN VIEW3” & 4” CONTROL POINT VALVE

LOCATION DETAILSSCALE: 0-1/4” - 1-0” —

IN MY OPINION! THE PLANSAND SPECIFICATIONS SUBMITTEDARE IN ACCORDANCE WITHCSAZ662-11 GAS PIPELINESYSTEMS AND THECONSTRUCTION OF THEFACILITIES PROPOSED HEREINWILL NOT ENDANGER THEPUBLIC!

ZONE I - LIMIT OF AREA REQUIRING MATERIALS FOR SITE FOUNDATIONCONSTRUCTION, SEE DETAIL ‘A’ ON SHEET 0002 FOR SPECIFICATION.

ZONE 2- LIMIT OF AREA REQUIRING MATERIALSFOR BELOW GRADE PIPINGCOMPACTION WI GRANULAR BACKFILL WIO INSULATION.SEE DETAIL ‘B’ ON SHEET 0002 FOR SPECIFICATION.

ZONE 3-LIMIT OF AREA REQUIRING MATERIALS FOR BELOW GRADE PIPINGCOMPACTION WI NATIVE BACKFILL W/O INSULATION,SEE DETAIL ‘C’ ON SHEET 0002 FOR SPECIFICATION.

VA• 4.

4

4

LEGEND:

EXCAVATION AND SITE FOUNDATION NOTES:

1. REMOVE 10” OF TOP SOIL AND ORGANIC MATERIAL WITHINAREAS COMPRISED OF ZONES 1, 2, & 3.

2. ZONE I- FOLLOW SITE FOUNDATION CONSTRUCTION ANDDRIVEWAY INSTRUCTIONS FOUND IN DETAIL ‘A’.

3. ZONE 2- FOLLOW COMPACTION BELOW PIPE WI GRANULARBACKFILL INSTRUCTIONS FOUND IN DETAIL ‘B’.

4. ZONE 3-FOLLOW COMPACTION BELOW PIPE WI NATIVE BACKFILLINSTRUCTIONS FOUND IN DETAIL’C’.

5. ALL FINISHED COMPACTED AREAS TO CONFORM TO 98%STANDARD PROCTOR TESTS.

6. ALL NEW VERTICAL PIPE RISERS TO BE ROCK WRAPPED ALONGBELOW GRADE PORTIONS PRIOR TO BACKFILLING.

7. ALL EXPOSED AND NEW PIPE TO BE SURROUNDED WITH 6” OFSAND PRIOR TO BACKFILLING,

8. BACKFILL MATERIAL TO BE FREE OF ORGANIC MATERIAL, LARGEROCKS AND STONES.

z0Ui0,D

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REFERENCE DOCUMENTS:

SCALE: N.T.S.

DRAWN: J.DUVAL

2-Fe~-22 ISSUED FOR TENDER

NO. DATE REVISIONS

DATE: 201 3-FEB-27

NETWORK:

GAS DISTRIBUTION

APP.

CHECK: -

-DESIGN-

CATH.:

EXCAVATION AND COMPACTION DETAILS FOR3” & 4” CONTROL POINT VALVE FOR

MORRIS 3” & 4” TP PIPELINESDRAWING NO.

-J

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C-)0ID

SHT. j REV.

I oooiGIS GRID: 0088-0320 1-C2101-DB-91 121-0001 00