HomeMy WebLinkAbout0825.96.3612' PIPE PER DETAIL rl /a (DIAGONALLY- OUTLINE OF CONCRETE - I.AB - --
OPPOSITE FROM 4') SEE PLOT PLAN (TO BE ISO -ATED FROM ADJACENT
FOR LOCATIONS (FL d SC TO BE 4') CONCRETE SLABS WITH EXPANSION
JOINTS.)
�A
20 ALL PROJECTS (EXCEPT FL d SC) 17 TANK NUMBER "AND SIZE.
PLOT PLAN
19 (FL ESC)
e>
- --- -- - -- - - - - - - - - - -
6" TYP 41 ♦ ' 1 18" � 45'
VENT 28 I I l 3/4 & 1 /2 H.P. ; TYPICAL
ePUMPS
0 LINE / ,� PRODUCT LINE
VENT
[ TO DISPENSERS
CLUSTER '` 5 SIPHON / 2l
27 HIGH END
TANK GAUGE
-i CONTROL JOINTS 1
------------------ - - -- -
- _�- TYPICAL 1
-- - - - - - - - - - - - -
4 -- ----
/ ' \
41 j 2" FIBERGLASS
SIPHON PIPING
eVENT _ _ 1 _ _ _ _ _ ^ 2B 27 ; (NON CONTAINED)
0 LINE ,
TO ( 00 - - 1\
VENT
CLUSTER '\ 3 4 5 SIPHON / ` iJ
LOW END 11
a b TANK:GAUGE '
VENT WITH FILL
\ VAPOR RECOVERY SEE NOTE •4
- - -- - - - - - - - - - - - L- -
VtNVVArun ntwvLttl MAN,ruw ANU
REMOTE FILLS, SEE DWG.r15f. PLAN N V I E W 0
4" OBSERVATION WELL
FALL FOUR CORNERS -
FLA.I
SEE DETAIL I/b FOR SLAB PEA GRAVEL OR CRUSHED STONE BACKFILL
FINISH GRADE 6" (S" FOR TRUCK STOP) CONCRETE SLAB -- DETAILS AT CONTAINMENT SUMF TO 6" BELOW FINISH GRADE.
WHEN TANKS ARE PLACED IN PAVED AREAS. E P
WITH SYNTHETIC FIBER REINFORCEMENT - - - - SE SECIFICATIONS AND NOTE 20.
IF \ SEE SPECS FOR FIBER INFORMATION.
1 I =
' - I
r s
I
COVERNINSTEADcOFNCONCRETE), FABRIC9LINER RSHALL _-
CONTINUE OVER TOP OF PIT AT 6" BELOW GRADE.
(SEE NOTE 20).
� I -
INSTALL FABRIC LINER NOTE_ TANK TO BE SET LEVEL AND PLUMB.
' ONLY IF SO DIRECTED
BY OWNER'S ENGINEER.
SEE SPECS FOR LINER I
1 INFORMATION. 12" MINIMUM BACKFILL I
I � _
24„
TYPICAL SECTION "'"
FIBERGLASS PRODUCT TANK INSTALLATION
7
UEAE
SCALE: 3/16" = 1' -0"
CAUTION: TIGHTEN ADAPTER BY HAND UNTIL PIPE END NOTE PAVEMENT "CROWN"
CONTACTS CASKET SURFACE. CONTINUE TO SURROUNDING MANHOLES
NOTE PAVEMENT "CROWN" SURROUNDING MANHOLE TIGHTEN 112 TURN MAXIMUM WITH WRENCH.
9 3/4" (HOLD) 12"
12" FROM TOP OF MANHOLE
�- TO TOP OF PIPE
1" RISE _ --
CONCRETE SLAB o - - o 8�
12' PVC T[LE - - 7 J (SEE CAUTION ABOVE)
IF VAPOR RECOVERY IS NOT REQUIRED
(DIESEL & KEROSENE TANKS)
HOLD BACKFILL 2" BELOW m SEE DETAIL 'B BELOW RIGHT
BOTTOM OF ADAPTOR
Z GAI VANIZED PIPE Z
0 0
CONNECT TO EXTRACTOR USING GALVANIZED 2" X 2 112"
NIPPLE AND 90° ELBOW FOLLOWED BY 2" FIBERGLASS
BELL & MALE N.P.T. ADAPTER. CONTINUE WITH
FIBERGLASS PIPE TO SWING JOINT AT BASE
OF VENT RISER.
FIBERGLASS ADAPTER MAY CONNECT DIRECTLY TO EXTRACTOR
IF PIPING RUN TO VENT RISER IS OFFSET FROM TANK
TOP OF TANK CONNECTION SUCH THAT LATERAL PIPE TO TANK SATISFIES
I) CONDITIONS OF NOTE $18.
\ IN WISCONSIN CONNECT TO EXTRACTOR USING A GALVANIZED
31 NIPPLE, 90" ELBOW AND A 2" X 24" FLEXIBLE CONNECTOR
IN A CONTRACTOR SUPPLIED ISOLATION JACKET
n COMBINATION _VENT /VAPOR RECOVERY
ALL PRODUCT TANKS
THIS DIMENSION CANNOT EXCEED tO 5/16" OR CONNECTOR CANNOT BE HOOKED UP.
IF CONNECTION IS LOCATED IN UNPAVED AREA, SEE DETAIL 6 /a.
CONCRETE SLAB IS
UNDERGROUND TANKS CONTINUOUS OVER
(REFER TO PLOT PLAN ADJACENT TANKS (REFER
FOR MANHOLE POSITIONS) TO PLOT PLAN FOR
NUMBER OF TANKS)
TO VENT CLUSTER
6" THICK
a 0� O CONCRETE
\ VENT /V.R. FILL "I,- \ / /
TANK GAUGE PUMP
t' TYP
MIN.
TANK PIT OBSERVATION WELL LOCATED PER PLOT PLAN
PARTIAL PLAN VIEW
SCALE: 3/16" = 1'-0"
6 TANKS IN AN
UNPAVED AREA
12" PIPE PER DETAIL 1/a IDIAGONALLY- OUTLINE OF CONCRETE SLAB - -- Q
OPPOSITE FROM 4 ') SEE PLOT PLAN (TO BE ISOLATED FROM ADJACENT . S�
FOR LOCATIONS IFL d SC TO BE 4') CONCRETE SLABS WITH EXPANSION TANK OUTLINE -- -SEE PLOT PLAN
17
JOINTS.( \ FOR NUMBER AND SIZE.
e19 (FL d SC) 0 20 ALL PROJECTS (EXCEPT FL d SC)
18' a 45°
;TYPICAL
- . - - - - - - - - - - - - - - - - - - - - - - - - - - - - -;i/ 24" I J# 1 ft
VENT _ �9" 24" ;3 l6
CLUSTER 41 & I /2 H.P. 1 ♦I
PUU MPS 1
0 e
LINE O I O ' ' I ------ ` - OOD[SPEN LINE
' `- ---- __-- -- ------- - -- = -� - ----- --- �- ---- ----- -- �
5 SIPHON 21 DISPENSERS
26 11 a HIGH END /
l2" I 28 27 TANK CADGE
MIN. L - - - - - - - - - - - -- - -- - - - - - - -
h - -�
- - - - - - - - - - - - - - - - - - - - - - - - - -- CONTROL JOINTS j
a
- - - - - - -OLJOINT - -- - - - -
- - -
TYPICAL 1 N
TO- - - - - . - . - - - - - - - 4 - - - -
VENT 41 2" FIBERGLASS I
CLUSTER 28 21 SIPHON PIPING 1 11
5 VENT 11 (NON - CONTAINED)
_ i 1
0 LINE _ ___�... / 1
"PROTECTION PROVER" O I b LOW END �/ I
INSTALL PER DETAIL 4/0
I e e \
28 3 4 TANK GAUGE _ b" TYP
VENT WITH FILL I
VAPOR RECOVERY .- - .- .- ._.. -. - . -.- - - - - - - - -- L.J
e_
IF PLOT PLAN INDICATES REMOTE a 19
VENT /VAPOR RECOVERY MANIFOLD AND
REMOTE FILLS. SEE DWG.•15f. 0
PLAN VIEW 4' OBSERVATION WELL
SEE DETAIL 1/b FOR SLAB (ALL FOUR CORNERS - FLA.)
DETAILS AT CONTAINMENT SUMP
FINISH GRADE 6' (8' FOR TRUCK STOP) CONCRETE SLAB \ PEA GRAVEL OR CRUSHED STONE BACKFILL TO 6' BELOW GRADE.
\ YITH SYNTHETIC FIBER REINFORCEMENT SEE SPECIFICATIONS AND NOTE 20.
WHEN TANKS ARE PLACED IN PAVED AREAS.
SEE SPECS FOR FIBER INFORMATION.
- - - - - - - - - - - - - - - - - - - - - - - -
/ _
1 L -r1 I
OEM
I "PROTECTION PROVER' TEST STATION IF TANK PIT IS IN UNPAVED AREA (e.g.- EARTHEN
' FACTORY-[NSTALLED ON TANK. COVER INSTEAD OF CONCRETE), FABRIC LINER SHALL
EXTEND UPWARD AS NECESSARY CONTINUE OVER TOP OF PIT AT 6" BELOW GRADE.
PER DETAIL 4 /a. (SEE NOTE 20).
I ROTE: TANK TO BE SET LEVEL AND PLUMB. I
l � -
` ANODE PRE - INSTALLED INSTALL FABRIC LINER
1 ON TANK BY MFR. ONLY IF SO DIRECTED
II / BY OWNER'S ENGINEER. 12" MINIMUM BACKFILL ANODE (TYP) \
SEE SPECS FOR LINER I
r INFORMATION. 1
24"
TYPICAL SECTION M[N.
STEEL PRODUCT TANK INSTALLATION
SCALE: 3/16" = 1' -0"
TYPE STI -P3 TANK SHOWN:
3" (HOLD)
28 TOP OF MANHOLE
12 TO TOP OF UNIT
�I' MIN. BETWEEN MANHOLES
12" PVC
TILE
HOLD SAND BACKFILL
AT LEAST 2" BELOW
BOTTOM OF HOUSING
2" BELL & MALE N.P.T.
FIBERGLASS ADAPTOR
2" FIBERGLASS VENT
12'
1" RISE
CONCRETE SLAB
COMB [NAT ION VENT /VAPOR
RECOVERY PER DETAIL 3/a
SINGLE WALL
STEEL TANK
t 114" PVC CONDUIT (INTEGRAL WITH /
TEST STATION) SERVES AS MOUNTING MAST.
CONDUIT HAS FLEXIBILITY AND IS TO BE
POSIT ONED AS SHOWN AND STABILIZED
BY SAND BACKFILL.
PROTECTION PROVER TEST STATION
COMBINATION VENT /VAPOR RECOVERY
q Y
SINGLE WALLED STEEL PRODUCT TANKS
NOTE: IF ABOVE DETAIL IS LOCATED IN A GRASS AREA, THE MANHOLES ARE TO BE SURROUNDED
BY A 4' THICK CONCRETE PAD EXTENDING 1'-0" (MIN.) BEYOND MANHOLES AND SET FLUSH
WITH ADJACENT SURFACES.
TOTE: USE WHEN ATG'S ARE NOT INSTALLED BUT
7UTURE PROVISIONS ARE NOTED ON PLOT PLAN.
NOTE PAVEMENT "CROWN"
s s"
41
SURROUNDING MANHOLE
a
WITH ITEM #42
z
CROUSE -HINDS GUP214
12"
J-BOX OR EQUAL
1 IN
CV
STI -P3
1" RISE
11
-
'�
CONCRETE SLAB
INSTALLED BY OWNER,
®
2' MINMIN.
BY OWNER
-4"
DIA
TANKS OR SQUARE PAD
20
GROUSE -HINDS UNF205
WELL MATERIAL SPEC I F I CATION :
6' -5
UNION OR EQUAL
4,000
TANKS OR SQUARE PAD
CROUSE -HINDS EYS21
6'
-3"
SEAL -OFF OR EQUAL
IF IN UNPAVED AREA.
I
HOLD FILL AT BOTTOM
4" STEEL
- -
OF MANHOLE
BANDED COUPLING
l' -0" SQUARE
CONCRETE
2" X 2 1/2" LONG
BASE
VENT RISERS ARE
/ EXTEND 1" CONDUIT FROM
4" STEEL PIPE NEAREST TANK GAUGE
PROVISION TO A POINT NEAR
THE WIREWAY IN BUILDING.
LOOP 314" CONDUITS
BETWEEN EACH FUTURE
TANK GAUGE LOCATION.
TOP OF TANK
7 OPTIONAL FUTURE TANK GAUGE PROVISIONS
a
a
o_
W
0
m
i
0
ti
HEIGHT OF SUPPORT MAST SHALL
MATCH HEIGHT OF VENT RISERS JO VENT CAP SAME SIZE AS VENT PIPE
' 3/8" GAILY.
U -BOLTS
2' X 2" X 1/2" REDUCING TEE
r WITH 1/2"X 1/4" BUSHING AND
- 1/4" PIPE PLUG (INSTALL TEE
"1 WITH 112" OUTLET ROTATED 45'
FROM FRONT) - TEES REQUIRED
WITH STAGE II PIPING ONLY
3 " -4.1R STEEL CHANNEL
° VENT RISERS ARE
o STEEL PIPE.
t SEE PLOT PLAN
NOTE PAVEMENT "CROWN" SURROUNDING MANHOLE
12" 9 3/4" (HOLD)
FROM TOP OF MANHOLE 28
�- TO TOP OF PIPE
z 1" RISE
~ 2 2 CONCRETE SLAB
0
12" PVC TILE
Z
HOLD BACKFILL 2" BELOW
BOTTOM OF COUPLING
` GALVANIZED PIPE
CONNECTION AT TANK TYPICAL
PER DETAIL •3 ABOVE LEFT
g VENT WITHOUT VAPOR RECOVERY
PADLOCK FOR USE
FOR NUMBER REQUIRED,
FINISH GRADE
WITH ITEM #42
14 _/ I��
1996 MARATHON OIL COMPANY z� `f,, '�1, .
PADLOCK FOR USE WITH ITEM 035
8"
STEEL TANKS
SHALL BE
TYP.
SHALL BE PROVIDED AND
STI -P3
o
.PROVIDED
AND INSTALLED
i
INSTALLED BY OWNER,
CONCRETE SLAB OVER
2' MINMIN.
BY OWNER
-4"
DIA
TANKS OR SQUARE PAD
20
TYPICAL
WELL MATERIAL SPEC I F I CATION :
6' -5
CONNECTION
4,000
TANKS OR SQUARE PAD
DETAIL
6'
-3"
SUPPORT PIPE
IF IN UNPAVED AREA.
I
EXTEND ABOVE
x
- -
GRADE AND CAP
PIPE SHALL BE INSTALLED PLUMB AND WRAPPED WITH 5" t l/2 (HOLD)
l' -0" SQUARE
CONCRETE
2" X 2 1/2" LONG
BASE
VENT RISERS ARE
12'
STL. NIPPLE
STEEL PIPE.
12"
FINISH GRADE
2" 90' STL.
x
(NO SUBSTITUTES) AVAILABLE FROM: TO TOP OF PIPE
ELBOW
Y' BELL d MALE N.P.T.
2" FIBERGLASS
FIBERGLASS ADAPTOR
VENT PIPING
5
VENT
CLUSTER
NOTE PAVEMENT "CROWN" SURROUNDING MANHOLE
12" 9 3/4" (HOLD)
FROM TOP OF MANHOLE 28
�- TO TOP OF PIPE
z 1" RISE
~ 2 2 CONCRETE SLAB
0
12" PVC TILE
Z
HOLD BACKFILL 2" BELOW
BOTTOM OF COUPLING
` GALVANIZED PIPE
CONNECTION AT TANK TYPICAL
PER DETAIL •3 ABOVE LEFT
g VENT WITHOUT VAPOR RECOVERY
n FABRIC IS SUPPLIED BY CONTRACTOR. -_
_
HOLD SLOTTED PORTION OF PIPE �I I� - 4" & 12' PIPE ALTERNATE •1 (PREFERRED)- -- HOLD SLOTTED PORTION OF PIPE
BELOW BOTTOM OF MANHOLE I� BELOW BOTTOM Of MANHOLE
HEAVY-DUTY GALVANIZED STEEL WELL SCREEN WITH PVC
O 12" PIPE WITH FABRIC WRAP COATING AND 15% V PERFORATIONS. AVAILABLE FROM: O
3 3 � � 3 q 4" PIPE WITH FABRIC WRAP
(SEE SPECIFICATION)
� � , THE BOLES COMPANY. INC. (SEE SPECIFICATION)
550 FRONTAGE RD., SUITE 3080 �I
FABRIC PIPE WRAP -, II , NORTHFIELD. ILLINOIS 60093 FABRIC PIPE WRAP
II i PH: (3121 501- 3105/t- 800 -441 -5144 �I -
SOLID END CAP - 4" & 12" PIPE ALTERNATE •2 ---
II I �I II SOLID END CAP -
ALT PIPE 1 = GALV. ALT PIPE •1 GALV.
•
TANK SHELL �I ALT PIPE -1 PVC SCHED 40 PVC WELL SCREEN, TANK SHELL ALT PIPE +2 PVC
I� 0.020" HORIZONTALLY- SLOTTED
- WITH ROWS STAGGERED VERICALLY.
- AVAILABLE FROM:
B II - BOTTOM OF
BOTTOM OF II
TANK PIT , I GATOR PLASTICS INC. TANK PIT
8080 GREENWELL SPRINGS RD II _
BATON ROUGE, LA 70814 - - - - - - - - -
- r PH: ( 504 ) 774-4162 1 I I 1 N
UI
-1_ - - -- - - - - - -
TANK PIT -
BACKFILL _
FABRIC PIT LINER
(IF REQUIRED)
BOTTOM OF WELL
TANK PIT I =
BACKFILL
FABRIC PIT LINER
IIF REQUIRED(
BOTTOM OF WELL
42" CONTAINMENT AREA J 42" CONTAINMENT AREA
4" WELL
1 1 2 W E L L (ALL EXCEPT FLORIDA d SOUTH CAROLINA)
(ALL EXCEPT FLORIDA d SOUTH CAROLINA)
OBSERVATION WELL DETAIL
SCALE: 112" = 1' -0"
PADLOCK FOR USE WITH ITEM 035
SHALL BE PROVIDED AND
INSTALLED BY OWNER.
5' ± 1/2' (HOLD)
TOP OF MANHOLE 12"
TO TOP OF PIPE - I�
lo
L
BENTON ITE
SEAL
.n r
4" SLOTTED P.V.C. PIPE
m W /COMPLETE FABRIC WRAP
a c3
� 3 ,
s m TANK SHELL
,
N ° �
BACK FILL
w - ,
o c ,
iv
m FABRIC PIPE WRAP (SEE SPECIFICATIONS) -
° BOTTOM OF - ` -
i TANK PIT III I l i I VI l 11
i
FABRIC PIT LINER
(IF REOU RED ,
,
,
_C
19
,
1
,
CONCRETE SLAB OVER
TANKS OR SQUARE PAD
IF IN UNPAVED AREA.
1 =11i
J U5
PADLOCK FOR USE
REFER TO LISTING ON DWG`-���l�5' ~'':,
WITH ITEM #42
14 _/ I��
1996 MARATHON OIL COMPANY z� `f,, '�1, .
PADLOCK FOR USE WITH ITEM 035
TANK
STEEL TANKS
SHALL BE
TANKS
SHALL BE PROVIDED AND
STI -P3
OWENS CORNING
.PROVIDED
AND INSTALLED
XERXES
INSTALLED BY OWNER,
CONCRETE SLAB OVER
2' MINMIN.
BY OWNER
-4"
DIA
TANKS OR SQUARE PAD
20
CONCRETE SLAB OVER
WELL MATERIAL SPEC I F I CATION :
6' -5
IF [N UNPAVED AREA.
4,000
TANKS OR SQUARE PAD
6' -2 "' DIA
6'
-3"
DIA
IF IN UNPAVED AREA.
x 24' -0"
19
x
N
42
PIPE SHALL BE INSTALLED PLUMB AND WRAPPED WITH 5" t l/2 (HOLD)
=
V -11" DIA
12'
FINISH GRADE
TREVIRA SPUNBOND •1114 FILTER FABRIC TOP OF MANHOLE
12"
FINISH GRADE
x 19' -5"
x
(NO SUBSTITUTES) AVAILABLE FROM: TO TOP OF PIPE
1/2'
81000
8' -0" DIA
7' -11" DIA
HOESCHT FIBERS INDUSTRIES
-0"
DIA
GAL-
-_
P.O. BOX 5887
x
-
112'
!0,000
SPARTANBURG, SOUTH CAROLINA 29304
V -11" DIA
-
SCALE
DIA
GAL.
x 27' -0"
35
•o
I I
OVERLAP FABRIC 6" -12" AND SECURE WITH WIRE TIES.
,e
8' -0" DIA
n FABRIC IS SUPPLIED BY CONTRACTOR. -_
_
HOLD SLOTTED PORTION OF PIPE �I I� - 4" & 12' PIPE ALTERNATE •1 (PREFERRED)- -- HOLD SLOTTED PORTION OF PIPE
BELOW BOTTOM OF MANHOLE I� BELOW BOTTOM Of MANHOLE
HEAVY-DUTY GALVANIZED STEEL WELL SCREEN WITH PVC
O 12" PIPE WITH FABRIC WRAP COATING AND 15% V PERFORATIONS. AVAILABLE FROM: O
3 3 � � 3 q 4" PIPE WITH FABRIC WRAP
(SEE SPECIFICATION)
� � , THE BOLES COMPANY. INC. (SEE SPECIFICATION)
550 FRONTAGE RD., SUITE 3080 �I
FABRIC PIPE WRAP -, II , NORTHFIELD. ILLINOIS 60093 FABRIC PIPE WRAP
II i PH: (3121 501- 3105/t- 800 -441 -5144 �I -
SOLID END CAP - 4" & 12" PIPE ALTERNATE •2 ---
II I �I II SOLID END CAP -
ALT PIPE 1 = GALV. ALT PIPE •1 GALV.
•
TANK SHELL �I ALT PIPE -1 PVC SCHED 40 PVC WELL SCREEN, TANK SHELL ALT PIPE +2 PVC
I� 0.020" HORIZONTALLY- SLOTTED
- WITH ROWS STAGGERED VERICALLY.
- AVAILABLE FROM:
B II - BOTTOM OF
BOTTOM OF II
TANK PIT , I GATOR PLASTICS INC. TANK PIT
8080 GREENWELL SPRINGS RD II _
BATON ROUGE, LA 70814 - - - - - - - - -
- r PH: ( 504 ) 774-4162 1 I I 1 N
UI
-1_ - - -- - - - - - -
TANK PIT -
BACKFILL _
FABRIC PIT LINER
(IF REQUIRED)
BOTTOM OF WELL
TANK PIT I =
BACKFILL
FABRIC PIT LINER
IIF REQUIRED(
BOTTOM OF WELL
42" CONTAINMENT AREA J 42" CONTAINMENT AREA
4" WELL
1 1 2 W E L L (ALL EXCEPT FLORIDA d SOUTH CAROLINA)
(ALL EXCEPT FLORIDA d SOUTH CAROLINA)
OBSERVATION WELL DETAIL
SCALE: 112" = 1' -0"
PADLOCK FOR USE WITH ITEM 035
SHALL BE PROVIDED AND
INSTALLED BY OWNER.
5' ± 1/2' (HOLD)
TOP OF MANHOLE 12"
TO TOP OF PIPE - I�
lo
L
BENTON ITE
SEAL
.n r
4" SLOTTED P.V.C. PIPE
m W /COMPLETE FABRIC WRAP
a c3
� 3 ,
s m TANK SHELL
,
N ° �
BACK FILL
w - ,
o c ,
iv
m FABRIC PIPE WRAP (SEE SPECIFICATIONS) -
° BOTTOM OF - ` -
i TANK PIT III I l i I VI l 11
i
FABRIC PIT LINER
(IF REOU RED ,
,
,
_C
19
,
1
,
CONCRETE SLAB OVER
TANKS OR SQUARE PAD
IF IN UNPAVED AREA.
1 =11i
J U5
"SAND DR PEA
GRAVEL BACKFILL
WATERTIGHT
P.V.C. CAP
NOTES: /I
1. DO NOT USE P.Y.C. PIPE CEMENT TO JOIN 4 " WELL
PIPE OR ON ANY FITTINGS. PIPE SHALL
BE RIVETED WITH ALUMINUM RIVETS. (FLORIDA d SOUTH CAROLINA ONLY)
2. ALL FOUR (4) OBSERVATION WELLS ARE TO
BE INSTALLED TO THESE SPECIFICATIONS.
3. WELLS ARE TO BE DRILLED BEFORE THE
SLAB IS POURED BY A LICENSED WELL DRILLER.
INSTALLATION NOTES:
1. SEE OWNER'S SPECIFICATIONS FOR COMPLETE INSTALLATION REQUIREMENTS. DRAWING LIST
2. REFER TO PROJECT DRAWINGS FOR POSSIBLE VARIATIONS INCLUDING, DWG -# TITLE
BUT NOT LIMITED TO THE FOLLOWING ITEMS:
a.) PIPING S15a PRODUCT TANK INSTALLATION & MISC. DETAILS
b.) CONCRETE SLAB S15b PUMP & PIPING DETAILS (3/4 & 1 1/2 H.P. PUMPS)
c.) TANK BURIAL, ORIENTATION, OPENINGS 15c USED OIL, FUEL OIL & MISC. DETAILS
CONDITIONS AS PRESENTED ON THE PLOT PLAN SHALL GOVERN. S15e EMCO- WHEATON AUTOMATIC TANK GUAGE
S15e -1 EBW AUTOMATIC TANK GUAGE
3. FOR TYPE STI -P3 OR FIBERGLASS -CLAD TANKS, DO NOT REMOVE THE 5 x 4 DIELECTRIC BUSHING. 15f REMOTE FILLS
PROTECT TANK COATING FROM DAMAGE. 15f -1 STAGE It VAPOR RECOVERY
15f -2 STAGE 11 VAPOR RECOVERY DISPENSER PIPING
4. FOR USED FIBERGLASS TANKS, INSTALLER SHALL VERIFY THAT METAL DEFLECTOR PLATES EXIST S15g RED JACKET ELECTRONIC PPM -4000 LEAK DETECTOR WIRING DIAGRAM
IN THE TANK BOTTOM DIRECTLY BELOW EACH 4" OPENING. FILL PIPE INSTALLATIONS SHALL S15r ENVIRON RETROFIT CONTAINMENT SUMP DETAILS
BE LIMITED TO THOSE OPENINGS HAVING SUCH METAL DEFLECTOR PLATES.
5. USED OIL TANKS SHALL BE DOUBLE WALL FIBERGLASS OR DOUBLE WALL STI -P3 STEEL. FUEL OIL TANKS SHALL BE
SINGLE WALL FIBERGLASS OR SINGLE WALL STI -P3 STEEL. SEE DRAWINGS #S15a, #S15b, AND 15c FOR DETAILS ON
TANKS AND PIPING INSTALLATION. CONTRACTOR MUST VERIFY THAT FILL AND PUMP -OFF FITTINGS ON
FIBERGLASS TANKS ARE INSTALLED ONLY IN OPENINGS LOCATED OVER PROTECTIVE STEEL DEFLECTOR PLATES IN TANK BOTTOM.
6. IF TANKS ARE TO BE LOCATED IN AREAS SUBJECT TO HIGH WATER TABLES, TANK ANCHORS
MAY BE REQUIRED PER DETAILS OF DRAWING #4547 OR #4547 -1. REFER TO PLOT PLAN AND OWNER'S
ENGINEER FOR VERIFICATION.
7. ALL VENT LINES MUST HAVE A MINIMUM CONSTANT RISE OF 1% FROM TOP OF TANKS TO VENT RISER.
8. ALL PRODUCT LINES SHALL HAVE A MINIMUM CONSTANT RISE OF l% FROM TANKS TO DISPENSERS.
9. TEST ALL PRIMARY PIPING AT 50 PSI IN PRESENCE OF OWNER'S ENGINEER. AFTER SUCCESSFULLY COMPLETING SOAP TEST,
MAINTAIN THE 50 PSI PRESSURE ON THE PRIMARY PIPING UNTIL TIME OF FINAL CONNECTIONS, AT WHICH TIME THE PRESSURE
GUAGES SHOWN ON PUMP DETAILS WILL BE REMOVED AND PLUGS INSTALLED. SEE SPECIFICATIONS FOR FURTHER DETAILS.
10. TEST ALL TANKS IN PRESENCE OF OWNER'S ENGINEER PRIOR TO SETTING IN HOLE USING 5 PSI MAX. PRESSURE. TEST ALL TANKS AGAIN
IN PRESENCE OF OWNER'S ENGINEER AFTER TANKS HAVE BEEN SET IN HOLE AND ALL PIPING, INCLUDING VENT, SIPHON, AND STAGE II
LINES (IF INSTALLED) IS COMPLETED USING 3 PSI MAX. PRESSURE. IN ADDITION, AFTER ALL PIPING AND PAVING IS COMPLETE,
OWNER WILL ARRANGE AND PAY FOR ONE PRECISION TANK TIGHTNESS TEST. SEE SPECIFICATIONS FOR FURTHER DETAILS.
11. ELECTRICAL CONDUITS WILL BE INSTALLED SO THAT NO UNDERGROUND RUN COMES INTO CONTACT WITH
ANOTHER CONDUIT, TANK, OR PIPE. NO BLOCKING WILL BE PERMITTED BETWEEN CONDUITS OR PIPING.
12. WHERE TRANSITIONS FROM FIBERGLASS TO STEEL PIPING OCCUR, A THREADED FIBERGLASS BELL
AND MALE N.P.T. ADAPTER MUST BE USED. ONLY MALE FIBERGLASS THREADS IN FEMALE METAL THREADS
WILL BE PERMITTED. (SEE ALSO NOTE #14.)
13. ALL MATERIALS ON THIS DRAWING WILL BE PROVIDED BY CONTRACTOR UNLESS OTHERWISE NOTED.
14. METALLIC -BASED COMPOUNDS AND THREAD SEALING TAPES ARE NOT PERMITTED. PIPE THREAD COMPOUND
BETWEEN FIBERGLASS AND METAL FITTINGS SHALL BE GASOLINE -, OIL -, AND GASOHOL- RESISTANT
NON- HARDENING TYPE APPROVED BY OWNER AS FOLLOWS:
a. "GASOILA SOFT SET" BY FEDERAL PROCESS CO. OF CLEVELAND, OHIO
b. "La -Co SLIC -TITE" BY LAKE CHEMICAL OF CHICAGO , ILLINOIS.
c. "RECTORSEAL #5" BY RECTORSEAL CORPORATION OF HOUSTON, TEXAS
d. % OMAR SEAL (THE HEAVYWEIGHT)" BY JOMAR INTERNATIONAL OF ROYAL OAK, MICHIGAN
NOTE: LISTED COMPOUNDS ARE ALSO SUITABLE FOR METAL -TO -METAL THREADED FITTINGS.
15. PRODUCT TANKS ARE ASSUMED TO BE AT THE SAME ELEVATION. IF TOP OF TANKS ARE NOT EVEN,
ADJUST NIPPLE LENGTHS TO MAINTAIN THE INDICATED SLOPE BETWEEN TANKS.
16. PIPE SPECIFICAT[ON -- STEEL:
a. PIPING IN THE CONTAINMENT SUMP WILL BE STANDARD - WEIGHT STEEL WITHIN THE LIMITS
SHOWN ON THESE DETAILS.
b. ALL FITTINGS WILL BE STEEL, CLASS 150, OF THE REINFORCED (BANDED) PATTERN.
c. ALL METAL -TO -METAL THREADED CONNECTIONS WILL EMPLOY ONLY PERMATEX #2 PIPE JOINT COMPOUND
OR PRODUCTS LISTED IN NOTE #14.
d. ALL PIPE THREADS WILL BE STANDARD TAPER N.P.T. NO STRAIGHT THREAD, STREET ELLS,
OR CLOSE NIPPLES WILL BE PERMITTED.
e. AFTER JOINTS ARE COMPLETE, ALL EXPOSED METALLIC PRODUCT THREADS AND PIPING MUST BE HAND
TOOL CLEANED AND COVERED WITH TWO COATS OF "ROSCOTE A51 PLUS ".
f. HAND TOOL CLEAN AND APPLY TWO COATS EACH WITH A 20 MILS WET THICKNESS OF "ROSCOTE A51 PLUS"
TO STEEL SIPHON PIPING AND VALVES, TANK BUNG PLUGS, PUMP RISERS, ANY STEEL PRODUCT PIPING,
AND GALVANIZED CONDUIT DIRECTLY ABOVE STEEL TANKS. EXPOSED THREADS ONLY NEED BE COATED ON
VENT PIPING, STAGE II VAPOR RECOVERY PIPING AND RISERS, FILL RISERS, TANK GAGUGE RISERS, AND
VENT /VAPOR RECOVERY RISERS.
17. PIPE SPECIFICATION -- FIBERGLASS:
a. APPROVED PIPE AND FITTINGS ARE SMITH "RED THREAD [[A" AND AMERON
"DUALOY 3000 /L ".
b. FIBERGLASS PIPING WILL BE USED FOR PRODUCT LINES BETWEEN FLEXIBLE CONNECTORS
Marathon
AT PUMPS AND DISPENSERS AND FOR VENT LINES BETWEEN CONNECTIONS AT TANKS AND
VENT RISERS AND SIPHON PIPING OUTSIDE OF CONTAINMENT SUMPS
TANK DIMENSIONS
REFER TO LISTING ON DWG`-���l�5' ~'':,
NOMINAL
Q
14 _/ I��
1996 MARATHON OIL COMPANY z� `f,, '�1, .
TANK
STEEL TANKS
FIBERGLASS
TANKS
1
STI -P3
OWENS CORNING
XERXES
550
4' -0" DIA
2' MINMIN.
>
-4"
DIA
GAL.
x 6/-011
"SAND DR PEA
GRAVEL BACKFILL
WATERTIGHT
P.V.C. CAP
NOTES: /I
1. DO NOT USE P.Y.C. PIPE CEMENT TO JOIN 4 " WELL
PIPE OR ON ANY FITTINGS. PIPE SHALL
BE RIVETED WITH ALUMINUM RIVETS. (FLORIDA d SOUTH CAROLINA ONLY)
2. ALL FOUR (4) OBSERVATION WELLS ARE TO
BE INSTALLED TO THESE SPECIFICATIONS.
3. WELLS ARE TO BE DRILLED BEFORE THE
SLAB IS POURED BY A LICENSED WELL DRILLER.
INSTALLATION NOTES:
1. SEE OWNER'S SPECIFICATIONS FOR COMPLETE INSTALLATION REQUIREMENTS. DRAWING LIST
2. REFER TO PROJECT DRAWINGS FOR POSSIBLE VARIATIONS INCLUDING, DWG -# TITLE
BUT NOT LIMITED TO THE FOLLOWING ITEMS:
a.) PIPING S15a PRODUCT TANK INSTALLATION & MISC. DETAILS
b.) CONCRETE SLAB S15b PUMP & PIPING DETAILS (3/4 & 1 1/2 H.P. PUMPS)
c.) TANK BURIAL, ORIENTATION, OPENINGS 15c USED OIL, FUEL OIL & MISC. DETAILS
CONDITIONS AS PRESENTED ON THE PLOT PLAN SHALL GOVERN. S15e EMCO- WHEATON AUTOMATIC TANK GUAGE
S15e -1 EBW AUTOMATIC TANK GUAGE
3. FOR TYPE STI -P3 OR FIBERGLASS -CLAD TANKS, DO NOT REMOVE THE 5 x 4 DIELECTRIC BUSHING. 15f REMOTE FILLS
PROTECT TANK COATING FROM DAMAGE. 15f -1 STAGE It VAPOR RECOVERY
15f -2 STAGE 11 VAPOR RECOVERY DISPENSER PIPING
4. FOR USED FIBERGLASS TANKS, INSTALLER SHALL VERIFY THAT METAL DEFLECTOR PLATES EXIST S15g RED JACKET ELECTRONIC PPM -4000 LEAK DETECTOR WIRING DIAGRAM
IN THE TANK BOTTOM DIRECTLY BELOW EACH 4" OPENING. FILL PIPE INSTALLATIONS SHALL S15r ENVIRON RETROFIT CONTAINMENT SUMP DETAILS
BE LIMITED TO THOSE OPENINGS HAVING SUCH METAL DEFLECTOR PLATES.
5. USED OIL TANKS SHALL BE DOUBLE WALL FIBERGLASS OR DOUBLE WALL STI -P3 STEEL. FUEL OIL TANKS SHALL BE
SINGLE WALL FIBERGLASS OR SINGLE WALL STI -P3 STEEL. SEE DRAWINGS #S15a, #S15b, AND 15c FOR DETAILS ON
TANKS AND PIPING INSTALLATION. CONTRACTOR MUST VERIFY THAT FILL AND PUMP -OFF FITTINGS ON
FIBERGLASS TANKS ARE INSTALLED ONLY IN OPENINGS LOCATED OVER PROTECTIVE STEEL DEFLECTOR PLATES IN TANK BOTTOM.
6. IF TANKS ARE TO BE LOCATED IN AREAS SUBJECT TO HIGH WATER TABLES, TANK ANCHORS
MAY BE REQUIRED PER DETAILS OF DRAWING #4547 OR #4547 -1. REFER TO PLOT PLAN AND OWNER'S
ENGINEER FOR VERIFICATION.
7. ALL VENT LINES MUST HAVE A MINIMUM CONSTANT RISE OF 1% FROM TOP OF TANKS TO VENT RISER.
8. ALL PRODUCT LINES SHALL HAVE A MINIMUM CONSTANT RISE OF l% FROM TANKS TO DISPENSERS.
9. TEST ALL PRIMARY PIPING AT 50 PSI IN PRESENCE OF OWNER'S ENGINEER. AFTER SUCCESSFULLY COMPLETING SOAP TEST,
MAINTAIN THE 50 PSI PRESSURE ON THE PRIMARY PIPING UNTIL TIME OF FINAL CONNECTIONS, AT WHICH TIME THE PRESSURE
GUAGES SHOWN ON PUMP DETAILS WILL BE REMOVED AND PLUGS INSTALLED. SEE SPECIFICATIONS FOR FURTHER DETAILS.
10. TEST ALL TANKS IN PRESENCE OF OWNER'S ENGINEER PRIOR TO SETTING IN HOLE USING 5 PSI MAX. PRESSURE. TEST ALL TANKS AGAIN
IN PRESENCE OF OWNER'S ENGINEER AFTER TANKS HAVE BEEN SET IN HOLE AND ALL PIPING, INCLUDING VENT, SIPHON, AND STAGE II
LINES (IF INSTALLED) IS COMPLETED USING 3 PSI MAX. PRESSURE. IN ADDITION, AFTER ALL PIPING AND PAVING IS COMPLETE,
OWNER WILL ARRANGE AND PAY FOR ONE PRECISION TANK TIGHTNESS TEST. SEE SPECIFICATIONS FOR FURTHER DETAILS.
11. ELECTRICAL CONDUITS WILL BE INSTALLED SO THAT NO UNDERGROUND RUN COMES INTO CONTACT WITH
ANOTHER CONDUIT, TANK, OR PIPE. NO BLOCKING WILL BE PERMITTED BETWEEN CONDUITS OR PIPING.
12. WHERE TRANSITIONS FROM FIBERGLASS TO STEEL PIPING OCCUR, A THREADED FIBERGLASS BELL
AND MALE N.P.T. ADAPTER MUST BE USED. ONLY MALE FIBERGLASS THREADS IN FEMALE METAL THREADS
WILL BE PERMITTED. (SEE ALSO NOTE #14.)
13. ALL MATERIALS ON THIS DRAWING WILL BE PROVIDED BY CONTRACTOR UNLESS OTHERWISE NOTED.
14. METALLIC -BASED COMPOUNDS AND THREAD SEALING TAPES ARE NOT PERMITTED. PIPE THREAD COMPOUND
BETWEEN FIBERGLASS AND METAL FITTINGS SHALL BE GASOLINE -, OIL -, AND GASOHOL- RESISTANT
NON- HARDENING TYPE APPROVED BY OWNER AS FOLLOWS:
a. "GASOILA SOFT SET" BY FEDERAL PROCESS CO. OF CLEVELAND, OHIO
b. "La -Co SLIC -TITE" BY LAKE CHEMICAL OF CHICAGO , ILLINOIS.
c. "RECTORSEAL #5" BY RECTORSEAL CORPORATION OF HOUSTON, TEXAS
d. % OMAR SEAL (THE HEAVYWEIGHT)" BY JOMAR INTERNATIONAL OF ROYAL OAK, MICHIGAN
NOTE: LISTED COMPOUNDS ARE ALSO SUITABLE FOR METAL -TO -METAL THREADED FITTINGS.
15. PRODUCT TANKS ARE ASSUMED TO BE AT THE SAME ELEVATION. IF TOP OF TANKS ARE NOT EVEN,
ADJUST NIPPLE LENGTHS TO MAINTAIN THE INDICATED SLOPE BETWEEN TANKS.
16. PIPE SPECIFICAT[ON -- STEEL:
a. PIPING IN THE CONTAINMENT SUMP WILL BE STANDARD - WEIGHT STEEL WITHIN THE LIMITS
SHOWN ON THESE DETAILS.
b. ALL FITTINGS WILL BE STEEL, CLASS 150, OF THE REINFORCED (BANDED) PATTERN.
c. ALL METAL -TO -METAL THREADED CONNECTIONS WILL EMPLOY ONLY PERMATEX #2 PIPE JOINT COMPOUND
OR PRODUCTS LISTED IN NOTE #14.
d. ALL PIPE THREADS WILL BE STANDARD TAPER N.P.T. NO STRAIGHT THREAD, STREET ELLS,
OR CLOSE NIPPLES WILL BE PERMITTED.
e. AFTER JOINTS ARE COMPLETE, ALL EXPOSED METALLIC PRODUCT THREADS AND PIPING MUST BE HAND
TOOL CLEANED AND COVERED WITH TWO COATS OF "ROSCOTE A51 PLUS ".
f. HAND TOOL CLEAN AND APPLY TWO COATS EACH WITH A 20 MILS WET THICKNESS OF "ROSCOTE A51 PLUS"
TO STEEL SIPHON PIPING AND VALVES, TANK BUNG PLUGS, PUMP RISERS, ANY STEEL PRODUCT PIPING,
AND GALVANIZED CONDUIT DIRECTLY ABOVE STEEL TANKS. EXPOSED THREADS ONLY NEED BE COATED ON
VENT PIPING, STAGE II VAPOR RECOVERY PIPING AND RISERS, FILL RISERS, TANK GAGUGE RISERS, AND
VENT /VAPOR RECOVERY RISERS.
17. PIPE SPECIFICATION -- FIBERGLASS:
a. APPROVED PIPE AND FITTINGS ARE SMITH "RED THREAD [[A" AND AMERON
"DUALOY 3000 /L ".
b. FIBERGLASS PIPING WILL BE USED FOR PRODUCT LINES BETWEEN FLEXIBLE CONNECTORS
Marathon
AT PUMPS AND DISPENSERS AND FOR VENT LINES BETWEEN CONNECTIONS AT TANKS AND
VENT RISERS AND SIPHON PIPING OUTSIDE OF CONTAINMENT SUMPS
c. A. 0. SMITH PIPING WILL BE JOINED WITH ADHESIVES #DS -8014, #DS -8024, OR
#DS -8055. AMERON PIPING WILL BE JOINED WITH TWO PART EPDXY ADHESIVE #B -20. MARATHON O
d. FOR REPAIRS TO PIPE, SEE MANUFACTURER'S INSTRUCTIONS.
e. IF A LEAK IS FOUND AT A FITTING, THE FITTING MUST BE CUT OUT AND A NEW
FITTING INSTALLED,
NO. REVISIONS
18. FIBERGLASS PIPING IS INHERENTLY FLEXIBLE AND CONSEQUENTLY DOES NOT REQUIRE SWING 15 ADDED WI NOTE IN DETAIL 3
JOINTS IF AT LEAST FOUR FEET OF STRAIGHT RUN IS PROVIDED BETWEEN ANY TWO
DIRECTIONAL CHANGES EXCEEDING 30*. 16 CHANGED ALL MANHOLES TO DEEP SKIRT.
REPLACED 36' SO. STREET BOX WITH 36' ROUND MANHOLE
19. TANK AND PIPING BACKFILL MUST BE SAME MATERIAL OR BE SEPARATED BY A FABRIC. SEE 17 REVISED OBSERVATION WELL MANHOLES &INSTALLATION DETAILS
OWNER'S SPECIFICATIONS SECTION 15D PARAGRAPH "R" FOR FABRIC SPECIFICATIONS. 18 ADDED 8" CONIC. PAD FOR TRUCK STOPS
20. TANK HOLE BACKFILL IS TO BE TANK MANUFACTURER'S RECOMMENDED BACKFILL TO 6" BELOW 19 ADDED TEES TO VENT RISERS
GRADE. SOIL MAY NOT BE USED FOR BACKF ILL ING TANK HOLE EXCEPT FOR TOP 6" IN 20 ADDED DETAIL 87
UNPAVED AREA.
21 REVISED " WICONSIN' NOTE IN DETAIL •3
22 CHANGED TEST STATION MANHOLE TO 12'. REV. SUMP, PIPING,
AND DEPTH OF BURY TO BE COMPATIBLE WITH S15B REVISIONS.
23 ADDED DETAIL 98
24 REVISED ADHESIVE SPECIFICATIONS IN NOTE •17c
RAM
LEGEND
1 DETAIL NUMBER
b SHEET WHERE DETAIL APPEARS
MATERIAL LIST
REFERENCE
i,
TANK DIMENSIONS
REFER TO LISTING ON DWG`-���l�5' ~'':,
NOMINAL
Q
14 _/ I��
1996 MARATHON OIL COMPANY z� `f,, '�1, .
TANK
STEEL TANKS
FIBERGLASS
TANKS
SIZE
STI -P3
OWENS CORNING
XERXES
550
4' -0" DIA
4' -0 1/2' DIA.
4'
-4"
DIA
GAL.
x 6/-011
x 6' -5 5/8'
x
6' -5
5/8'
4,000
5' -4" DIA
6' -2 "' DIA
6'
-3"
DIA
GAL.
x 24' -0"
x 19' 4"
x
21' -11"
61000
8' -0" DIA
V -11" DIA
8'
-0"
DIA
GAL.
x 16' -0"
x 19' -5"
x
20' -6
1/2'
81000
8' -0" DIA
7' -11" DIA
8'
-0"
DIA
GAL-
x 21' -O"
x 24' -11"
x
26' -0
112'
!0,000
8' -0" DIA
V -11" DIA
8'-0"
SCALE
DIA
GAL.
x 27' -0"
x 30' -5"
x
31' -6
1/2'
12,000
8' -0" DIA
7' -11" DIA
8'
-0"
DIA
GAL.
x 32' -0"
x 35 -11"
x
37' -0
1/27
15,000
10' -6" DIA
10' -4 7/8' DIA
10' -4"
DIA
GAL.
x 23'-4"
x 29' -1 1/2'
x
29' -6"
20,000
10' -6" DIA
10' -4 7/8' DIA
10' -4"
DIA
GAL-
x 31' -0"
x 37' -4 1/2'
x
37' -9"
c. A. 0. SMITH PIPING WILL BE JOINED WITH ADHESIVES #DS -8014, #DS -8024, OR
#DS -8055. AMERON PIPING WILL BE JOINED WITH TWO PART EPDXY ADHESIVE #B -20. MARATHON O
d. FOR REPAIRS TO PIPE, SEE MANUFACTURER'S INSTRUCTIONS.
e. IF A LEAK IS FOUND AT A FITTING, THE FITTING MUST BE CUT OUT AND A NEW
FITTING INSTALLED,
NO. REVISIONS
18. FIBERGLASS PIPING IS INHERENTLY FLEXIBLE AND CONSEQUENTLY DOES NOT REQUIRE SWING 15 ADDED WI NOTE IN DETAIL 3
JOINTS IF AT LEAST FOUR FEET OF STRAIGHT RUN IS PROVIDED BETWEEN ANY TWO
DIRECTIONAL CHANGES EXCEEDING 30*. 16 CHANGED ALL MANHOLES TO DEEP SKIRT.
REPLACED 36' SO. STREET BOX WITH 36' ROUND MANHOLE
19. TANK AND PIPING BACKFILL MUST BE SAME MATERIAL OR BE SEPARATED BY A FABRIC. SEE 17 REVISED OBSERVATION WELL MANHOLES &INSTALLATION DETAILS
OWNER'S SPECIFICATIONS SECTION 15D PARAGRAPH "R" FOR FABRIC SPECIFICATIONS. 18 ADDED 8" CONIC. PAD FOR TRUCK STOPS
20. TANK HOLE BACKFILL IS TO BE TANK MANUFACTURER'S RECOMMENDED BACKFILL TO 6" BELOW 19 ADDED TEES TO VENT RISERS
GRADE. SOIL MAY NOT BE USED FOR BACKF ILL ING TANK HOLE EXCEPT FOR TOP 6" IN 20 ADDED DETAIL 87
UNPAVED AREA.
21 REVISED " WICONSIN' NOTE IN DETAIL •3
22 CHANGED TEST STATION MANHOLE TO 12'. REV. SUMP, PIPING,
AND DEPTH OF BURY TO BE COMPATIBLE WITH S15B REVISIONS.
23 ADDED DETAIL 98
24 REVISED ADHESIVE SPECIFICATIONS IN NOTE •17c
RAM
LEGEND
1 DETAIL NUMBER
b SHEET WHERE DETAIL APPEARS
MATERIAL LIST
REFERENCE
i,
7 -13-95 T -13 -95 RvwR A.L. RHODES 8 -17 -89 DwG.
AL,t NAF F I L MD N0. S 15 d
REFER TO LISTING ON DWG`-���l�5' ~'':,
Q
14 _/ I��
1996 MARATHON OIL COMPANY z� `f,, '�1, .
✓I
c : /STD /S15A.30
ty
rc%k
L
1111 „,INNS
G
Findlay, Ohio 45840
RVWR
FILMD
L-
DATE
DATE
PRODUCT TANK INST.
& MISC. DETAILS
SINGLE WALL
ALR
FIBERGLASS PIPING
4
44AN4
34
8 -30N9q
SCALE
1 " =1' 4' OR AS NOTE
DATE
F I LE
N0.
STD
H"F
DRFTR
R. A. MOREHART
6 -20 -89
35
4-26-95
CH K R
BUD.
35
5-23 -95
YR.
DGNR
D.R. SCHLAEPP I
8 -17 -89
HAF
7 -13-95 T -13 -95 RvwR A.L. RHODES 8 -17 -89 DwG.
AL,t NAF F I L MD N0. S 15 d