HomeMy WebLinkAbout05-756 C-93
C-9
4 EXTERIOR DIKE
C-10 (TYPICAL) 46,600 I 46,600
GALLON TANK I GALLON TANK
21 '0 X 18' HIGH I 21 '0 X 18' HIGH
1 SLOPE
I I
F
IN TERIOR DIKE 5
(TYPICAL) C-10
46,600
GALLON TANK
21 '0 X 18' HIGH
46,600 46,600 46,600 46,600
GALLON TANK GALLON TANK GALLON TANK GALLON TANK FINISH
21 '0 X 18' HIGH 21 '0 X 18' HIGH 21 '0 X 18' HIGH 21 '0 X 18' HIGH GRADE MAXIMUM
SIDE SLOPE
1 %1 S� (TYPICAL)
2.5
,It
THERMOSYPHON LOOP EXISTING
\ , RIGID INSULATION GRADE
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - — --
TANK FARM SECTION
SCALE: 1 " = 15'
LANDFILL
ROAD
EXTEND RIGID INSULATION TO
EDGE OF PAD AND TO LAND
FILL ROAD AT ACCESS POINTS
FINISH 4 EXTERIOR DIKE
GRADE C-10 (TYPICAL)
1.2% SL OPE
I I
EXISTING
GRADE
C-9 SCALE: 1" = 15'
SECONDARY
CONCRETE RING WALL MEMBRANELINER \
TANK 3 WASHED BEDDING
1 3 BELOW BOTTOM OF TANK \
PROVIDE 4: 1 SLOPE COMPACTED SELECT FILL \ \
/ A WA Y FROM TANK FOR 2 FEET \
3" BEDDING ON
TOP OF LINER 1
\ NON —WOVEN GEOTEXTILE
\ PRIMARY MEMBRANE LINER /
NON —WOVEN GEOTEXTILE /
\ \ �-3" BEDDING UNDER LINER /
_SECONDARY MEMBRANE
LINER
4" RIGID INSULATION
fifi �� 1Ilk
SCALE: 1 " = 5'
89,000
GALLON TANK
25'2"0 X 24' HIGH
NO TE:
PAD CONSTRUCTION TO ELEVATION 17.17'
INCLUDING THERMOSYPHON BY OTHERS,
EXCEPT FOR PAD EXTENSION FOR SPILL
RESPONSE CONNEXS (SEE SHEET C-2).
— — --- — -- 957o UI- MAXIMUM ULNSI I Y - THERMSYPHON LOOPS
46,600
GALLON TANK
21 '0 X 18'
HIGH
NON-WOVEN GEOTEXTILE
PRIMARY MEMBRANE LINER
NON -WOVEN GEOTEXTILE
ELEV. = 17.75' (LINER)
ELEV. = 17.5'
(TOP OF INSULATION)
ELEV. = 16.3'
(BOTTOM OF PIPE)
THERMOSYPHON LOOP,
BED IN 6 " OF BEDDING
(TYPICAL)
46,600
GALLON TANK
21 '0 X 18'
HIGH
RIGID INSULATION
46,600
GALLON TANK
21 '0 X 18'
HIGH
THERMOSYPHON 4
CONDENSER
C-19
MAXIMUM
SIDE SLOPE
1% SLOPE (TYPICAL)
2.5
�1
THERMOSYPHON LOOP
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.
VERIFY SCALES
BAR IS ONE INCH ON
ORIGINAL DRAWING
0 1'
IF NOT ONE INCH ON
THIS SHEET, ADJUST
SCALES ACCORDINGLY.
W
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W
Q M
��GG CO
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O
N
Lu
H
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Lu
co
N
Lu
l a)
0
W
O3: 6
044 o
LA
3" OF WASHED BEDDING Lu 0
BELOW BOTOM OF TANK
SELECT FILL COMPACTED TO
95% OF MAXIMUM DENSITY
SECONDARY
89,000 GALLON TANK MEMBRANE LINER
25'2"0 X 24' HIGH
CONCRETE 1
RING WALL C— 6
1
C-19 PROVIDE 4: 1 SLOPE 2.0' AWAY
1 FROM CONCRETE RING WALL
I � cl�
DRAWN BY: EE
14.0 ELEV = 15, 0' (TOP OF RING WALL) 6" SURFACE CHECKED BY: GMO
I COURSE
1 DATE: 11 / 15/07
1N JOB NUMBER: 05-756
--- ELEV. = 12.5' SCALE: AS SHOWN
(LINER)
DRAWING TITLE:
LIMI TS OF 3" OF BEDDING ABOVE NON -WOVEN GEOTEXTILE
EXCAVATION AND BELOW LINER PRIMARY MEMBRANE LINER TANK FARM SECTIONS
NON -WOVEN GEOTEXTILE
NO TE.
DO NOT EXCAVATE BEYOND THE LIMITS SHOWN UNLESS DIRECTED BY THE ENGINEER. NOTIFY ENGINEER TEN (10) DAYS IN
ADVANCE IN WRITTING FOR INSPECTION OF THE BOTTOM OF THE EXCAVATION. COMPACT EXISTING SUBGRADE PRIOR TO
PLACING BEDDING MATERIAL AND MEMBRANE LINER.
SHEET: OF
4 � R� � T� N
-9 SCALE: 1" = 5' c g