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I AS,. TO'CONSTRUCT LEGEND 4
� CONCRETE PAD, PATCH PA*MENT EXISTING PROPOSED G
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CONCRETE PAVfME�(� CA IS TING CONCRETE ;
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GRAPHIC SCALE I _ C 4 ( -. - ATER 94 9 9
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FEET
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TREE LINE
PARKING STALLS
I PONO
I s SECTION THROUGH CONCRETE PAD AND EXISTING 9 CURB
SITE DETAIL I Tra CONCRETE PAVEMENT 000
L r NO SCALE
STAGE COACH TRAIL NORTH (AX.A. COUNTY STATE AID HIGHWAY N0. 21) - E
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1 OUTLET -14607
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PSI \ RE -,B1 PO co- NSFRUCT
` P ORMAL AY El ,5100 \ `. �j. ` IE -1,0 ° II OVER EXISTING PIPE
j l+ ()EAO STORAGE 4°.545 & \ •\ _ �`r` Y2 , ND /' RC - )5 / , L s
\ %'•\ \• •\ _ `334.k�E 0411x_ �' - -- _24 " HOPE 0.50x- -s - - -- �' ��� ` E - 18 V✓Ara+EX/
280 - .L
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-J �- s ,i PLUG EXIST PIPE SHEET
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_ _ _ _ Or t SHEETS
FOUNDATION MATERIAL SPECIFICATIONS
A A) Concrete
1) Concrete shall have a minimum compressive
strength in 28 days equal to:
f ------------------------------ ------- -- -- - - - ---------- - - - - -- --------------------------------------------------------------------------------- --- --- --- --- - - - - - -1 a) Slab on grade and footings, 4,000 psi
2) Portland cement - ASTM C150.
3) All concrete shall be normal weight (150 pcf)
concrete.
B) Reinforcing Steel-
1) Reinforcing bars . ASTM A615, grade 60
2) Welded wire fabric ASTM A185.
O 3) Minimum clearance between reinforcing and
face of concrete shall be as follows:
N v a) Concrete below grade (cast against soil) - 3 ".
b) Concrete below grade (formed) - 2 ".
VAULT SIZE L
2,500 gal. 1' -0"
t---- --- - - - - -- ------------------------------------------------------------------------------------------------------- - - - - -- - - - -1 4,000 gal. 13' - 4 ,.
E,000 /3000 LP 18' -7"
8,000 gal. 23' -10"
0 2 #5 5' -0" LG. 2 -6" 10,000 gal 29' -3"
LADDER PAD— @3" 0 C. EACH SIDE (TYP.) 12,000 gal 34' - 6"
4' 0"
�—� OF LADDER PAD LOCATED AT
OF OVERSPILL /FILL RISER
( TOP VIEW)
I
L 13/16" DIA X 1' 0 -1/4"
l� THOLE FOR EARTH-
Y (QUAKE AND FLOOD
RESTRAINT
I (8) PLACES
#4 12" 0. C.
EA. WAY
# 12" 0 C #4 @ 12" 0 C °
1'-2 1/2 NU
I
'tom #5 @ 9" O.C. (TYP
(SIDE VIEW)
SECTION A -A
1% SLOPE TO MONITOR END —�
NOTES: 1) 6" or 4" diameter concrete- filled or removable steel bollards (posts) may be located around vault perimeter for
additional vehicular protection if required by local fire or building jurisdictions. Eco V `7
ault
FOUNDATION PAD FOR 2,500 TO 12,000 GALLON
NO. REVISION DATE 7 -20 -94 K T FOUNDATION
VAULT PATENT NUMBER: 5033638. OTHER U.S. AND FOREIGN PATENTS PENDING RecoVault Inc.
L_
21 12'k12' *12'* 15 " 108" * 32" k 22" * 10 162 ill
092 lit 1o' PIPE RISER USAGE TABLE
SIZE LOCATION GAS /DIESEL GAS STAGE 1 & 2 DIESEL BACKUP
DISPENSING DISPENSING OR FUEL OIL
4" A FILL/ FILL/ FILL/
OVERSPILL OVERSPILL OVERSPILL
4" B SUPPLY SUPPLY SUPPLY
A� Q0 M A C E 8 „ C INTERSTITIAL INTERSTITIAL INTERSTITIAL
0- C U EM. VENT EM. VENT EM. VENT
N F B H G N INTERSTITIAL INTERSTITIAL INTERSTITIAL
MH 2 D MONITOR MONITOR MONITOR
8" E EMERGENCY EMERGENCY EMERGENCY
TOP VIEW VENT VENT VENT
SCHEDULE LEVEL STAGE 1 VAPOR LEVEL
20 NPT 4 F GAUGE RECOVERY GAUGE
2 „ G PRIMARY PRIMARY PRIMARY
TANK VENT TANK VENT TANK VENT
4" H SPARE STAGE 2 VAPOR RETURN
M A C 15" MH E G N D RECOVERY
4' M SPARE LEVEL SPARE
-- - - GAUGE
" , I� 4" N SPARE SPARE SPARE
-
H B F MH MANHOLE REVERSE FLANGE (18" ID, 24" OD)
0 3/16" DIA.X 1 -1 /4"
CD HOLE FOR EARTHQUAKE
CD N Q Q AND FLOOD RESTRAINT
Ln CD 0 256"
n a, 0 - ) ;
o i 0
C 8000 GALLON
ui
SECTION A -A «
W s 2'- 6., SIN
Q U I l�J U l—J
a �I !� -2 _ 3' -42„ _ _ 3' 42" PARTIAL
9 2 ° 5 3 6' 92" 2' 3 8' -1" END VIEW
23' -4"
Information hereon is copyright protected.
NOTES 1) Primary tank vent must extend to 12 feet minimum above ground level
2) All pipe risers standard threaded Schedule 40 NPT unless noted as a schedule 20 NPT to EcoVault CALL 1 — 800 ECOVAULT
accommodate a submersible pump.
3) All pipe risers extend 15 inches above primary steel tank, except for riser 'A', which extends
5" above primary steel tank when overspill is used, otherwise it extends 15 ". 8000 GALLON SINGLE
4) Steel tank is 1/4" gouge.
5) Two risers have grounding lugs. NO. REVISION DATE 1-19-99 KAJ MODEL. 8ks -99