HomeMy WebLinkAboutPHILLIPS 66 PIPELINE, LLC 18" PIPELINECOUNTY, TEXAS
JOHNS, We M° SURVEY, A-482 & PEARSALL, R. SURVEY A-625
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I, CWRE JAHAK, REGISTERED P OFE ZONAL ENGINEER IN THE STATE OF SCALE: 1 "=100'
TEXAS, P.E. NO, 1143; AN E LO OF AUDUBON COMPANIES, TX FIRM F
NO, 8096, HAVE REVIEWED THE T EXHIBIT AND FOUND THEM TO BE A
SUITABLE REPRESENTATION OF THE POSED PIPELINE CROSSING
LOCATION, BASED ON CURRENT FIELD SURVEY DATA AND UTILITY LOCATION
REOUESTEO AT TIME OF SURVEY, PIPELINE SPECIFICATIONS AND CROSSING
DESIGN PROVIDED BY PHIWPS 66 PIPELINE, LUC, W O a ¢
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PIPELINE
E PROFILE NOTE:
SCALE: 1"=100' HORIZ. ALL ELEVATIONS DERIVED
"' MOP: 1460 PSIG PRODUCT: PROPANE &BUTANE 1"=50' VERT. FROM GPS OBSERVATIONS
c CONSTRUCTION METHOD: HOD T.B.M.: q WEST FAIRMONT PARKWAY (EB)
0 PIPE SPECIFICATIONS AT STA, 0+72, ELEV, 18,71'
N 18" O.D. x 0.5" W.T., API-51. OR. X-60,SMLS T,B.M.: (iL WEST FAIRMONT PARKWAY (WB)
W/14-16 MILS FBE & 20-25 MILS ARO COATING AT STA. 1+85, ELEV. 19.22'
DWO NO, DRAWN BY IDATE SCALE SHEET 614
Phllllp6 66 Pipeline IlG
o TX-HA-577.000_RD_18P&B DB OS 05 14 1°=100' SHT 1 OF 2 X P.0, 00 4426
PROJECT NO, HOUSTON, TX 77210
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E Engineering REV DESCRIPTION BY DATE aPP P66 SWEENY MIDSTREAM PROJECT
}� 10205 rSU9�600 aoeD A ISSUED FOR PERMIT AE O6 02 14 CJ ROAD CROSSING PERMIT
HOUST4 HONE�201xe0970590 WEST FAIRMONT PARKWAY
HARRIS COUNTY, TEXAS
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PROJECT NO, a HOUSTON, TX 77210
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E Engineering REV DESCRIPTION BY GATE APP P66 SWEENY MIDSTREAM PROJECT
10206 �Sm ewfl ROAD A ISSUED FOR PERMIT AE O6 02 14 cd ROAD CROSSING PERMIT
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TX-HA-509.280
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I, CWRE JANAK, RE0157E D OFESSIONAL ENGINEER IN THE STATE OF SCALE: 1' = 4D' o �0• •.•F;rq�O�
TENAS. P.E. N0. 114]]4, E PLOYEE OF AUDUBON COMPANIES, TX RRM W � � • • *(i
N0. 8898, HAVE flEVIEWEO PERMIT E%HIBR ANO FOUND THEM TO DE A d d *'
9UITA9lE flEPRESENTATON OF THE PROPOSED PIPELINE CROSSING � O
LOCATION, 945ED ON CURRENT FlELD SURJEY DATA ANO URLIIY LOCA770N UU ••••"'•••""""""
REOUESTEO AT TIME OF SURrEI'. PIPEUNE SPECIFlCARONS ANO CROSSING � F � O � • CLAIRE JANAK
DESIGN PRONDFD eY PHILUPS 88 PIPELINE, LLC.
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18" PIPELINE - A
� 993' HOD HORIZONTAL LENGTH
MOP: 1460 PSIG PROFILE
PRODUCT: PROPANE &BUTANE
CONSTRUCTION METHOD: HDD SCALE: 1"=40' HORIZ.
PIPE SPECIFICATIONS
18" O.D. x 0.50" W.T., API-5L GR. X-60, SMLS 1"=20' VERT.
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DESCRIPTION
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BY I DATE
NOTE:
ALL ELEVATIONS DERIVED
FROM GPS OBSERVATIONS
T.D.M.: � SPENCER HIGHWAY
AT STA, 0+62, ELEV 21.80'
Pipeline LLC
P66 SWEENY MIDSTREAM PROJECT
ROAD CROSSING PERMIT
SPENCER HIGHWAY
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DWG NO. DRAWN BY DATE SCALE SHEET PHILLIPS Phllllps66 Popdine lJ C
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PROJECT NO. e I HOUSTON, TX 77210
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E Engineering REV DESCRIPTION BY DATE APP P66 SWEENY MIDSTREAM PROJECT
10205 YtE5T BNDEDR ROAD A ISSUED FOR PERMIT AE 05 27 14 CJ ROAD CROSSING PERMIT
H ( 8890590 SPENCER HIGHWAY
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EXXON CORPORATION
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I, CWRE JANAX, REGISTERED PR �FE SIGNAL ENGINEER IN THE STATE OF � p GU ""�'4 00(1
TEXAS, P.E. N0. 114334, AN EM lA E OF AUDUBON COMPANIES. 7X FIflM O* : . * (
N0. 5696, NAVE REYlEWEO 7HE P N EXHIBR AND FOUND THEM TO BE A � JESSICA DR. � *,"
SURAI3LE REPRESENTATION OF 7HE PROPOSED PIPELINE CROSSING � �,��"�� ,������,;���
LOG7ION, BASED ON CURRENT NEID SURVEY DATA AND UTIUIY IOCAT10N
flEOUESTED AT 71ME OF SURJEY. PIPEUNE SPECIFICATIONS AND CROSSING � "" CLAIRE JANAK
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PROPOSED 18"
PIPELINE PROFILE
MOP: 1460 PSIG SCALE: 1"=40' HORIZ. NOTE:
PRODUCT: PROPANE &BUTANE 1"=20' VERT. ALL ELEVATIONS DERIVED
CONSTRUCTION METHOD: HDD FROM GPS OBSERVATIONS
PIPE SPECIFICATIONS
18" O.D. x 0.5" W.T., API-5L GR. X-60, SMLS T.B.M.: � NORTH D STREET
W/14-16 MILS F8E & 20-25 MILS ARO COATING AT STA. 0+38, ELEV. 22.00'
i N0. DRAWN dY UAIE SUALE �^ecl PHILLIPS Philp 66Pi IneLLC
-HA-583.000_RD_18 DB 05 13 14 i"=40' SHT 1 OF 2
P.0.80 4428
PROJECT N0. ♦ ♦ HDd$TDN, 7X 77210
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6n{IRaartail REV DESCRIPTION 6Y DATE APP P66 SWEENY MIDSTREAM PROJECT
1G>.os gs� eoo ROAD A ISSUED FOR PERMR AE OB 02 14 cJ ROAD CROSSING PERMIT
HWSTON, TEXAS 7104R NORTH D STREET
PNWE: (281) 889-OS90
HARRIS COUNTY, TEXAS
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LAT: N29'40'12.07"
LONG: W95'03'27.39"
X: 3220206.58 1
Y: 13812261.10
La Porte Municipal Airport
Airport La Porte
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10205 YhSTE SOD
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HONE.HWSTONj TEXAS ]]042
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DESCRIPTION BY DATE APP P66 SWEENY MIDSTREAM PROJECT
Idly AE oa o2 (a ca ROAD CROSSING PERMIT
NORTH D STRLLI
MEN HARRIS COUNTY, TEXAS
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ECISTEREO RO SSIONAL ENGINEER IN THE STATE OF SHIRLEY LN,
14334, AN OYEE OF AUDUBON COMPANIES, TX FIRM - - -- '
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ITATION OF THE PROPOSED PIPELINE CROSSING PLAN
iN CURRENT FIELD SURVEY DATA AND UTILITY LOCATION .gyp',•' ••',I�
OF SURVEY. PIPELINE SPECIFICATIONS AND CROSSING SCALE: 1 "=40' * : • • �l�*QO
3Y PHIWPS 66 PIPELINE, LLC.
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PROPOSED 1899..
-10' PIPELINE 10'
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SCALE: 1"=40' HORIZ.
m MOP: 1460 PS(G
PRODUCT: PROPANE & BUTANE 1" NOTE:
=20' VERT. ALL ELEVATIONS DERIVED
CONSTRUCTION METHOD: HDD FROM GPS OBSERVATIONS
PIPE SPECIFICATIONS
18" O.D. x 0.5" W.T., API-5L GR. X-60, SMLS T.B.M.: q NORTH AVENUE H
W/14-16 MILS FBE & 20-25 MILS ARO COATING AT STA. 0+36, ELEV. 22,34'
§ DWG NO, DRAWN BY DATE SC4LE SHEET
TX-HA-586.000-RD-18 OB 05 13 14 1"=40' SHY 1 OF 2 PHILLIPS Phillir66PipdineLLC
P.D.80 4426
PROJECT NO, 9 HOUSTON, TX 77210
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6n�lneerinNT REV DESCRIPTION 8Y DATE APP P66 SWEENY MIDSTREAM PROJECT
y 10205 SAM 600R ROAD A ISSUED FOR PERMIT AE 05 31 14 DK ROAD CROSSING PERMIT
PHONE:: (2 1) 669-0590 NORTH AVENUE H
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LAT: N2940'30. 78 ' S +elwdp . . —. T 'O
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P.O. s0 4428
PROJECT N0. ♦ HOUSTON, TX 77210
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Engineering REV DESCRIPTION BY DATE APP P66 SWEENY MIDSTREAM PROJECT
18206 YIESIHE3MER ROAD A ISSUED FOR PERMIT AE 05 31 14 DH ROAD CROSSING PERMIT
HOUSTI, TEXAS 77042
PHONEi (261) 669-0520 NORTH AVENUE H
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I, CWRE ,IANAK, RECISIEfl D OFESSIONAL ENGINEER IN THE STATE OF PLAN E • F
TEXAS, P.E. N0. 114JD4, E PLOYEE OF AUOURON COMPANIES, T% FlRR � F Q
NO. 8698, HAVE RENLYIEO E PEflMIT E%HI9R AND FOUND MEM TO BE A SCALE: 1 ��=40' Q' �P'• • �,'9 �0
SVRARIE flEPRESENTAT10N 0 E PROPOSED PIPEDNE CROSSING � �' • S O
LOCATION, RASED ON CURRENT FlEID SURVEY DATA AND UTIUN LOGTION O #: � •• * OO
REQUESTED AT TIME OF SURVCl. PIPEDNE SPECIFlCITIONS AND C0.0331N0 d *•� •�*•Q
DESIGN PRONDEO BY PHILDPS SS PIPELINE, U.C. � d•• +•••••••••••••••• •••
0 CLAIRE JANAK 0
30'
20'
10'
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gE
Vt MOP: 1460 PSIG
O1 PRODUCT: PROPANE &BUTANE
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18" O.D, x 0.5" W.T., API-5L GR. X-60, SMLS
W/14-16 MILS FBE & 20-25 MILS ARO COATING
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REV I DESCRIPTION
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DY I DATE I APP
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ALL ELEVATIONS DERIVED
FROM GPS OBSERVATIONS
T.B.M.: � NORTH L STREET
AT STA. 0+44, ELEV. 21.54'
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PHILLIPS PhIIII�s 66 Plpellne LLC
P.0.80 4428
HOUSTON, TX 7]210
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HARRIS COUNTY, TEXAS
DESCRIPTION
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LAT: N29'40'49.25°
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er DATE APP P66 SWEENY MIDSTREAM PROJECT
AE afi oz la a ROAD CROSSING PERMIT
NORTH L STREET
6 TO MT SELVIEU\ROAD PERMITS\T%—HA-590.000_RD_V.dwg
HARRIS COUNTY, TEXAS
ENOCH BRINSON SURVEY, A-5
it
VALLEY VIEW DRIVE
TX—HA-509.290
EXXON CORPORATION
PROPOSED 18"
20'
10'
TX—HA-509.300
EXXON CORPORATION
:O BY PHILUPS 66 PIPEDNE. LLC. Z a0 p a0
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PIPELINE ULTIMATE CHA...N. .NEL 1off
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SCALE: I"=30' HORIZ. NOTE:
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a PRODUCT: PROPANE & BUTANE
CONSTRUCTION METHOD: HDD
PIPE SPECIFICATIONS
18" 0.0. x 0,500" WT., API-51- GR. X-60, SMLS
W/14-16 MILS FBE & 20-25 MILS ARO COATING
DWG NO,
TX-HA-592.000-DR 1
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audubon1AX
n Engineering
10205 WSTHEIMER ROAO
6VITE 600
HOUSTON, TEXAS 77062
PHONE: (261) 669-0520
s°
File Path S:\AE\Mapping\
FROM GPS OBSERVATIONS
T.B.M.: q DRAINAGE DITCH
AT STA, 0+29, ELEV. 15.30'
Pipeline LLC
REv DESCRIPTION BY DATE APP P66 SWEENY MIDSTREAM PROJECT
A ISSUED FOR PERMIT AE a os 11 cd DRAINAGE CROSSING PERMIT
DRAINAGE DITCH (#F101-0611—,00)(02)
iIPR RR\PHILUPS_66-PERMITS\HWY 6 TO MT BELMEU\DRAINAGE PERMITS\TX-HA-592.000.DR_18.dwg
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TEYAS, P.E. NO, 114334 AN MPLOYEE OF AUDUBON COMPANIES, IN FIRM
SCALE: 1 '=40'
F
NO, 8600, HAVE REM PERMIT EXHIBIT AND FOUND THEM TO BE A
SUITABLE REPPESENTATIO 0 THE PROPOSED PIPEUNE CROSSING
LOGTION, BASED ON WR FIELD SURVEY DATA AND UTILITY LOCATION
REQUESTED AT TIME OF SURVEY, PIPELINE SPECIFICATIONS AND CROSSING
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PIPELINE WARNING SIGN
(TYP, BOTH SIDES)
20'
. ................ : 2' MIN. . .
10' MIN.
0..................................120•MIN:................ �0'
PROPOSED 18"
PROFILE PIPELINE
MOP: 1460 PSIG SCALE: 1"=40' HORIZ. NOTE:
PRODUCT: NATURAL BUTANE 1"=20' VERT. ALL ELEVATIONS DERIVED
CONSTRUCTION METHOD: HOD FROM CPS OBSERVATIONS
PIPE SPECIFICATIONS
18" O.D. x 0.438" W.T., API-5L GR. X-60, SMLS T.B.M.: NORTH P STREET
W/14-16 MILS FBE & 20-25 MILS ARO COATING AT STA, 0+44, ELEV. 21,79'
II
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audubon
5 KSTII IMER R REV DESCRIPTION BY DATE
10905 SUITE a FR ROAD
SUITE am A ISSUED FOR PERMIT AE OB 02 I
HIME',HOUSTONo TEXAS 97042
a PRONE: (981) 669-0590
File Path S:\AE\Mapping\PHILUPS-66\PHILLIPS-66_PERMITS\HWY 6 TO MT BELVIEU\ROAD PERMIT
Pipeline LLC
P66 SWEENY MIDSTREAM PROJECT
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NORTH P STREET
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VICINITY MAP
KEY MAP NO. 539R
OW 0 BY DATE E SHEEP
TX—HA-596.000 MIA 05 .20 14 1 = 1000' SHT 2 OF 2 PHILLIPS Philll rs66 Pipeline LLC
P. 4426
$ V PROJECT NO. a HOUSTON, TX 77210
audulJlJn^� 010710 a (261) 29aS600
E Engineering REV DESCRIPTION BY DATE APP P66 SWEENY MIDSTREAM PROJECT
tgzod Y,flThDMER ROAD A ISSUED FOR PERMIT AE Oe 02 14 CJ ROAD CROSSING PERMIT
HOUSTON,
ET.( )669-05 77042 PH 2811 NORTH P STREET
File Path S:\AE\Mapping\PHILUPS-66\PHILLIPS-66_PERMITS\HWY 6 TO MT BEL 1EU\ROAD PERMITS\TX—HA-696.000_RD.V.dwg
HARRIS COUNTY, TEXAS owrim�
BRINSON, E SURVEY, A-5
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TX-HA-509.320 EXXON CORPORATION
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PROPOSED 18"
CLAIRE JANAK
......................
�. 114334
50'
40'
30,
20'
10'
0'
-10'
- 20'
-30,
pMOP: 1460 PSIG SCALE: 1"=100' HORIZ. NOTE:
PRODUCT: PROPANE &BUTANE 1"=50' VERT. ALL ELEVATIONS DERIVED
CONSTRUCTION METHOD: BORE FROM GPS OBSERVATIONS
PIPE SPECIFICATIONS
18" O.D. x 0.500" W.T. API-5L GR. X-60, SMLS T.B.M.: . STATE HWY 225/PASADENA FWY
n W/14-16 MILS FBE & 20-25 MILS ARO COATING AT STA. 2+85, ELEV. 27.36'
DWG N0. DRAWN BY GATE SCSI SHEET 440N
PhIIl'1gs 66 Pipeline LLC
14 TX-HA-603.000_RD-18 DB 05)05 14 1'=100' SHT 1 OF 2 P,O,B 4426
PROJECT NO. HOUSTON, TX 77210
%< 010710 (261)29666Do
E audubon
o Io2oEn�smBUFgge ROAD REV DESCRIPTION BY DATE APP P66 SWEENY MIDSTREAM PROJECT
9111E 6m A ISSUED FOR PERMIT
AE ofi o2 a DH ROAD CROSSING PERMIT
HWSTON, TEXAS 7T019 STATE HWY 225/PASADENA FWY
48 PHONE: (261) AS 77042 _
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PLAN IN
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ALE: 1 "°-100'
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TEAS, P.E. NO. 1143D4, LOYEE OF AUDUBON COMPANIES, u FIRM
N0. 6698, HAVE flENENEO PERMIT E#IIBIT AND iCUNO THEN TO BE A
SUITABLE REPRESENTATION OF THE PROPOSED PIPEUNE CROSSING
LOCATION, BASED ON CURRENT FlELD SURVEY DATA AND UTUTY LOCATION
REWESTED AT TIME OF SURVEY, PIPELINE SPECIFICATIONS AND CROSSING
DESIGN PROVIDED BY PHILUPS 66 PIPEUNE, LLC.
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.................. ................ 480t MIN:................. ..... .......
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_PROPOSED 18".........................................................................
PIPELINE
a File Path S: \AE\Mopping\PHILUPS_B6\PHILUPS_663ERMITS\HWY 8 TO MT BELNEU\ROAD PERMITS\TX-HA-fiO3.000JiD tB.dwg
IIIINIHARRIS COUNTY, TEXAS
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LAT: N29'41'35.70"
LONG: W95'03'21.89"
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DWO NO, DRAWN BY DATE SCALE SHEET 6011(
PiTilli�s 66 Pipeline LLC
o iX—HA-603.000 MIN 04 14 14 1" = 1000' SHT 2 OF 2 P.O. BO 4428
PROJECT NO, HOUSTON, TX 77210
010710(281)2936600
E audubOn Engineering REV DESCRIPTION BY DATE APP P66 SWEENY MIDSTREAM PROJECT
I0205 NEE S 900 ER ROAD
A ISSUED FOR PERMIT AE O6 02 14 OK ROAD CROSSING PERMIT
y�ilITT
�i HDUSTON, TEXAS 77042 STATE HWY 225/ PASADENA FWY
A PHDNE (281) 659-059D