HomeMy WebLinkAbout06 Typical Main Line Block and Check Valves-Issued for Bid-440047'-4i"
(ASSUMING 4'-0" DEPTH OF COVER)
FOR VALVE ACCESS
PLATFORM SEE DWG:
02757-STPL-410
PLAN
SCALE 3/8" = 1'-0"
28'-8
7-0"
0
2'-0"
3'-8"
4'-0„
7-0"
2'-0"
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DF=0.72
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know what?s below.
1 37 C111811 before you dig.
BLUE STAKES OF UTAH
UTILITY NOTIFICATION CENTER, INC.
www.bluestakes.org
I-800-662-411 I
DF=0.50
(NOTE 6)
//\/\f\f\/\•\f/\//\//\//\//\/\//
/////f/////fff/
fff // f/ f/ Wel ff ff f
STABILIZING SAND BASE OF 1:3 CONCRETE AND
SAND MIX. ALL FURNISHED BY CONTRACTOR.
•
•
tiks
FINISHED GRADE
t4)
TYPICAL FOR MAIN LINE BLOCK VALVES AT:
VP 713, MP 693, MP 684, VP 672,
MP 661, MP 653, 8c MP 644
\ \\ \\ \\ \\ \\ \\">/\/\/\
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// // // // // // f/ // fin.
FOR TYPICAL PIPE
SUPPORT DETAIL
SEE DWG:
50264-CIPL-41 1
0
./�/jam//�//�//77\\37n.`%/`% `%/`%/`%/`%/`%f`%/'C %j \)/\1;42.
• •
•
• gat.
• *
`•
O
IELD VERIFY)
BILL OF MATERIAL
MARK
QTY
SIZE
DESCRIPTION
LENGTH
1
16"
PIPE, 16.000" x 0.500" W.T.(XH), API -5L, PSL 2,
X-60, ERW, BEVELED FOR WELDING, BARE
18,-0"
2
*
1
16"
PIPE, 16.000" x 0.500" W.T.(XH), API -5L, PSL 2,
X-60, ERW, BEVELED FOR WELDING, W/ 14-16 MILS
FBE
16'-0"
3
4
16"
ELBOW, 45', 3R, SEGMENTABLE, 0.500" W.T.(XH),
MSS -SP -75 WPHY-60, BUTT WELD, BARE
1
16"
VALVE, GATE, (V-094WE), ANSI 900, WE x WE, API
6D, THROUGH CONDUIT, BLOCK AND BLEED, SLAB
GATE, STANDARD TRIM, VITON SEALS, MANUAL BEVEL
GEAR OPERATED.
3'-8 1 /2"
5 *
1
16"
VALVE, CHECK (VC-095WE), WELD END, ANSI 900,
API 60, THROUGH CONDIUT, BOLTED BONNET
3'-8 1 /2"
6
*
2
2"
THREAD -O-RING FLANGED FITTING, ASTM A -105N
FLANGE, ANSI 900, SCH 80, ASTM 316 SST PLUG
MATERIAL, VITON 0 -RING, WITH ASTM A-105, ANSI
900 BLIND FLANGE KIT, TDW PART NUMBER
FR -0302-030203
7
2
16"
E -Z LINE PIPE SUPPORT, FIG 1218F, D=2-4" FOR
16" 0.D. PIPE, W/ I -ROD HEAD COMPLETE W/
GALVANIZED U -BOLT, 1/8" THK. POLYSHRINK
COATING AND CRYSTALLINE THERMOPLASTIC POLYMER
PIPE REST, BASE PLATE W/ (4) 3/4" DIA. X 1-1/2"
LG. SLOTTED HOLES
* INDICATES MATERIAL SUPPLIED BY OWNER
NOTES:
1. CONTRACTOR TO COMPACT SOIL TO PROPERLY SUPPORT PIPING BELOW GRADE PER ENTERPRISE
STANDARDS EGS E-2002 AND EGS E-2003.
2. INSTALL CONTRACTOR PROVIDED FRP PADS WHEREVER PIPING COMPONENTS CONTACT CONCRETE OR
SUPPORTS.
3. INSTALL CONTRACTOR PROVIDED BLACK POLYURETHANE SHEETING TO BE PLACED AROUND AREA
AND TOPPED WITH %" CHIP GRAVEL 2" DEEP.
4. ALL COMPONENTS EXPOSED TO UNAUTHORIZED OPERATION SHALL BE APPROPRIATELY LOCKED.
5. CONTRACTOR TO PROVIDE LABOR AND MATERIAL TO PAINT ABOVE AND BELOW GRADE PIPING PER
ENTERPRISE PROTECTION COATING SPECS. (EGS E-7001 AND EGS E-7002)
6. WHEN WELDING PIPELINE TO STATION PIPE, 14' TO 30' TAPER REQUIRED ON STATION PIPE,
REFERENCE DRAWINGS
REVISIONS
02757-CIPL-6001
02757-STPL-6101
PIPE SUPPORT DETAIL
VALVE ACCESS PLATFORM
C
ISSUED FOR BID
PJ
01/16/12
ZB
01/16/12
Enterprise Products
Partners L. P
ENTERPRISE PRODUCTS PARTNERS, L.P.
B
ISSUED PER CLIENT COMMENT
RM
10/13/11
ZB
10/13/11
A
ISSUED FOR REVIEW
RM
10/10/11
AS
10/10/11
DWG. NO.
DESCRIPTION
NO.
DESCRIPTION
BY
DATE
CHK
DATE
APP
DATE
THIS DRAWING
PREPARED BY:
ROONEY ENGINEERING, INC.
12201 E. Arapahoe Road, Suite C-10
Centennial, Colorado 80112
(303) 792-5911
PIPING DRAWING
TYPICAL MAIN LINE BLOCK AND CHECK VALVE
WESTERN EXPANSION PROJECT PHASE II
SCALE: AS NOTED
DWG. NUMBER: 02757-PIPL-4400
REV:C
39'-7g'
1
1
•
3'-6"
SUPPORT
(ASSUMING 4'-0" DEPTH OF COVER)
3'-6"
SUPPORT
PLAN
SCALE 3/8" = 1'-0"
21'—OT"
•
•
in
(MIN. OFFSET FROM EXISTING PIPING)
•/ Ny.,NXN/N/Ny//may/\/\/ANI.5N v/�//�//v/\//\//�//y 746;
411
"//////\//\//\//\//\//
•
••• •
a..
DF=0.72
i• ..ed( ‘11"..•
•COLORADO 811
Knowwhat's below.
iCa1I811 before you dig.
BLUE STAKES OF UTAH
UTILITY NOTIFICATION CENTER INC.
www.bluestakes.org
1-1300-662-4111
DF=0.50
(NOTE 6)
STABILIZING SAND BASE OF 1:3 CONCRETE AND
SAND MIX. ALL FURNISHED BY CONTRACTOR.
SECTION
A
SCALE 3/8" = 1'-0"
TYPICAL FOR VAIN
CHECK VALVE AT Iv
REFERENCE DRAWINGS
02757—CIPL-6001 PIPE SUPPORT DETAIL
4401
LI\E
P 718
FOR TYPICAL PIPE
7—
SUPPORT DETAIL
SEE DWG:
50264—CIPL-411
FINISHED GRADE
`//4t— //�//W�//�/� / // // //y//�//�/ N.r. ;r;/7//N//�;n
0
• \ •
•
;
•
DF=0.50
(NOTE 6)
DF=0.72
REVISIONS
C
ISSUED FOR BID
PJ
01/16/12
ZB
01/16/12
BILL OF MATERIAL
MARK
QTY
SIZE
DESCRIPTION
LENGTH
1
16"
PIPE, 16.000" x 0.500" W.T.(XH), API -5L, PSL 2,
X-60, ERW, BEVELED FOR WELDING, BARE
14'-0"
2
*
1
16"
PIPE, 16.000" x 0.500" W.T.(XH), API -5L, PSL 2,
X-60, ERW, BEVELED FOR WELDING, W/ 14-16 MILS
FBE
16'-0"
3
4
16"
ELBOW, 45', 3R, SEGMENTABLE, 0.500" W.T.(XH),
MSS—SP-75 WPHY-60, BUTT WELD, BARE
4 *
1
16"
VALVE, CHECK (VC-095WE), WELD END, ANSI 900,
API 60, THROUGH CONDIUT, BOLTED BONNET
3'-8 1/2"
5 *
2
2"
THREAD—O—RING FLANGED FITTING, ASTM A -105N
FLANGE, ANSI 900, SCH 80, ASTM 316 SST PLUG
MATERIAL, VITON 0—RING, WITH ASTM A-105, ANSI
900 BLIND FLANGE KIT, TDW PART NUMBER
FR -0302-030203
6
2
16"
E—Z LINE PIPE SUPPORT, FIG 1218F, D=2-4" FOR
16" 0.D. PIPE, W/ I—ROD HEAD COMPLETE W/
GALVANIZED U—BOLT, 1/8" THK. POLYSHRINK
COATING AND CRYSTALLINE THERMOPLASTIC POLYMER
PIPE REST, BASE PLATE W/ (4) 3/4" DIA. X 1-1/2"
LG. SLOTTED HOLES
* INDICATES MATERIAL SUPPLIED BY OWNER
NOTES:
1. CONTRACTOR TO COMPACT SOIL TO PROPERLY SUPPORT PIPING BELOW GRADE PER ENTERPRISE STANDARDS EGS
E-2002 AND EGS E-2003.
2. INSTALL CONTRACTOR PROVIDED FRP PADS WHEREVER PIPING COMPONENTS CONTACT CONCRETE OR SUPPORTS.
3. INSTALL CONTRACTOR PROVIDED BLACK POLYURETHANE SHEETING TO BE PLACED AROUND AREA AND TOPPED WITH 36"
CHIP GRAVEL 2" DEEP.
• 4. ALL COMPONENTS EXPOSED TO UNAUTHORIZED OPERATION SHALL BE APPROPRIATELY LOCKED.
5. CONTRACTOR TO PROVIDE LABOR AND MATERIAL TO PAINT ABOVE AND BELOW GRADE PIPING PER ENTERPRISE
PROTECTION COATING SPECS. (EGS E-7001 AND EGS E-7002)
6. WHEN WELDING PIPELINE TO STATION PIPE, 14' TO 30' TAPER REQUIRED ON STATION PIPE.
Enterprise Products
Partners L.P.
ENTERPRISE PRODUCTS PARTNERS, L.P.
B
ISSUED PER CLIENT COMMENT
RM
10/13/11
ZB
10/13/11
A
ISSUED FOR REVIEW
RM
10/10/11
AS
10/10/11
DWG. NO.
DESCRIP110N
NO.
DESCRIPTION
BY
DATE
CHK
DATE
APP
DATE
THIS DRAWING
PREPARED BY:
ROONEY ENGINEERING, INC.
12201 E. Arapahoe Road, Suite C-10
Centennial, Colorado 80112
(303) 792-5911
PIPING DRAWING
TYPICAL MAIN LINE CHECK VALVE
WESTERN EXPANSION PROJECT PHASE 11
SCALE: AS NOTED
DWG. NUMBER: 02757 -PI PL -4401
REV:C