HomeMy WebLinkAbout05-756 C-180
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PIPELINE
R PLANT
4 " TEE WI TH
PIG BARS
9
TI VE
4L)
'IPE
4 "0 SCH 80
GASOLINE PIPELINE
4 "0 SCH 80
FUEL OIL PIPELINE
IOTA1_ 3alIfI1[1) 0 1 —iff, I
SCALE: 1 " = 3'
4 "0 BALL VALVE
(LOCK CLOSED)
4 "0 CHECK VALVE
4" CAML OCK
WITH DUST CAP
HOT DIP
GAL VANIZED
PIPE SUPPORT
AND BARGE
HOSE SUPPORT
EXISTING
GRADE -
EDGE OF I
WATER �
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L6i__
SCALE: 1 " = 3'
0
N
Ln
N
6 "0 HORIZONTAL
STEEL PIPE
(4 L OCA TIONS)
REFLECTIVE TAPE
(TYPICAL)
4.0'±
1.00%
=dam O O r
L -- I
TRENCH 5
C-18
6
C-1g SIMILAR
a
6'0 CORRUGA TED 3
METAL PIPE (CMP) C-18
SCALE: 1" = 2'
.-j
3116 STEEL PLATE SEAL
WELD ALL JOINTS AND
HOT DIP GALVANIZE
INSIDE AND OUTSIDE
LUG WITH 3 FOOT
GAL VANIZED CHAIN
ATTACHED TO CMP
SCALE: 1 " = 2'
�O
P
O.
2" THREADED COUPLING
WITH THREADED BRONZE
BALL VALVE AND PLUG
1.0'± SURFACE COURSE:
FROM EDGE PROVIDE 6" SURFACE COURSE
OF ROAD COMPACTED TO 95% OF MAXIMUM
O
DENSITY IN ROADWAYS
°
° ° o ° 00
. p o ° 00 o' AND TRAFFIC AREAS
X.° \
° ° O
EXISTING
\
° °
GRADE \
\\
BACKFILL:
EXCA VA TED MA TERI AL OR
IMPORT GRAVEL FILL,
COMPACTED TO 957OF
j
\
\
��
MAXIMUM DENSITY
o :�i
� z
\
\
(SEE NOTE)
LOCATOR TAPE
LABELED "FUEL
PIPELINE" OR
\\
SIMILAR (TYP)
\
BEDDING MATERIAL
FREE OF FRACTURED MATERIAL,
o
4 "0 PIPE
\
COMPACTED TO 957. OF
MAXIMUM DENSITY
\
(TYP)
\�
0O
\
NOTE.
0.5 1. 0, —j— 1.5'
IF LARGE BOULDERS ARE ENCOUNTERED
o
IN EXCAVATION THAT CAN NOT BE
PLACED BACK IN TRENCH, USE THIS
MATERIAL FOR TANK FARM PAD AND
PROVIDE IMPORT MATERIAL FOR TRENCH
BACKFI P ACE 3" MIN S MA TERIA A
TRENCH DETAIL MINIMUM OF L U L
12" ABOVE TOP OF PIPE.
SCALE: 1" = 1'
1 /2 "0 THAW PIPE
-0 t-o-
GRAVEL ` _ t, 2" RIGID INSULATION
FILL IN 24" WIDE STRIPS
(4" TOTAL THICKNESS_k� CULVERT _9 U L VER T Z_�l)
\ NOTES:
EXISTING 1. CULVERT INVERT ELEVATION SHALL
GROUND WOVEN GEOTEXTILE BE 2" BELOW GRADE.
SCALE: NONE
2. CULVERT SHALL BE SLOPED TO
DRAIN AS INDICATED ON SITE PLAN
3" REFLECTIVE
TAPE
(TYPICAL)
N
0 6" SCH 40 STEEL
PIPE FILLED WITH
CONCRETE AND
PAINTED CAUTION
YELLOW
EXISTING
GRADE
GRAVEL FILL
COMPACTED TO 95%
OF MAXIMUM DENSITY
i\\ 114
�12x12x114"
STEEL PLATE
SCALE: 1 " = 2'
SCALE: 1 " = 2'
0
VERIFY SCALES
BAR IS ONE INCH ON
ORIGINAL DRAWING
o 1'
IF NOT ONE INCH ON
THIS SHEET, ADJUST
SCALES ACCORDINGLY,
RECORD DRAWING
THESE DRAWINGS HAVE BEEN PREPARED
FROM MARKED -UP DRAWINGS SUPPLIED BY
THE CONTRACTOR. AN AS -BUILT SURVEY
HAS NOT BEEN CONDUCTED. FIELD VERIFY
ANY INFORMATION CONTAINED HEREON
BEFORE USING.
EDGE OF ROAD
J
2 "0 MALE
CAM LOCK
WITH FEMALE
DUST CAP
BOLLARD
(TYPICAL)
Q 2 "0 BALL VALVE
(LOCK CLOSED) +I
1.5'± o
0 2 "0 SCHEDULE
W 80 PIPE 3.0' 3.0'
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4 "X2 " TEE °
p D,
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p
p
o.
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0.
PER PIPELINE PLAN
SCALE: 1 " = 2'
EDGE OF PAD
EDGE
OF
ROAD
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-°
°° o ° °o 00
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CO
DRAWN BY: EE
CHECKED BY: GMO
DATE: 11 / 15/07
JOB NUMBER: 05-756
SCALE: AS SHOWN
DRAWING TITLE:
CIVIL DETAILS
SHEET: OF
C-18