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I I I I IOR 0 I SP TIN WMLL E M DE.
iIT� E ADDRESS: 20 Netherby Avenue
Jensen Beach, Florida
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LEGAL DESCRIPTION: COMMENCE AT THE INTERSECTION OF THE EASTERLY RIGHT-OF-WAY
LINE OF THE FLORIDA EAST COAST RAILWAY COMPANY AND THE NORTH LINE OF LOT 2 OF
THE SUBDIVISION OF LOTS 3 6 4 OF SECTION 9, TOWNSHIP 37 SOUTH, RANGE 41 EAST
RECORDED IN PLAT'BOOK 1, PAGE 207, ST. LUCIE COUNTY PUBLIC RECORDS RECORDED;
THENCE RUN SOUTH 88 DEGREES 55' 00" EAST ALONG THE NORTH LINE OF SAID LOT 2
FOR A DISTANCE OF 100 FEET TO THE POINT.OF BEGINNING; THENCE CONTINUE TO RUN
SOUTH 88 DEGREES 55' 00" EAST ALONG THE NORTH LINE OF LOT 2 FOR A DISTANCE OF
120 FEET, THENCE RUN SOUTH 25 DEGREES 42' 11" EAST FOR A DISTANCE OF 150.49
FEET TO THE NORTH RIGHT-OF-WAY LINE OF NETHERBY AVENUE; THENCE RUN WESTERLY
.ALONG SAID NORTH RIGHT-OF-WAY LINE AND ALSO ALONG THE ARC OF A CURVE CONCAVE
TO THE NORTH WITH RADIUS OF 511.64 FEET AND CENTRAL ANGLE OF 8 DEGREES 19, 0811'
FOR A DISTANCE OF 74.29 FEET; THENCE RUN NORTH 88 DEGREES 58' 15" WEST ALONG
SAID NORTH RIGHT-OF-WAY LINE FOR A DISTANCE OF 45.71 FEET, THENCE RUN NORTH
24 DEGREES 51' 10" WEST FOR A DISTANCE OF 155.52 FEET TO THE POINT OF BEGINNING.
TOGETHER WITH:
A 20 FOOT WIDE PARALLEL STRIP OF LAND LYING SOUTH OF AND ABUTTING EXISTING
LAND OF THE GRANTEES, LIMITS OF SAID 20 FOOT WIDE PARALLEL STRIP OF LAND ARE
THE SOUTHERLY EXTENSIONS OF THE EASTERLY AND WESTERLY LINES OF SAID EXISTING
LAND OF THE GRANTEES. THE HEREIN DESCRIBED PARCEL BEING THAT PORTION OF ONE
HALF OF A 40 FOOT WIDE ROADWAY, COMMONLY REFERRED TO AS NETHERBY AVENUE,
LYING AND BEING CONTIGUOUS IT0 EXISTING LAND OF THE GRANTEES. ALL LOCATED IN
SECTION 9, TOWNSHIP 37 SOUTH, RANGE 41 EAST, ST. LUCIE COUNTY, FLORIDA.
CERTIFIED TO: CENTRAL SAVINGS & LOAN ASSOCIATION. McROBERTS & STEGER. P.A.]
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....... .. .. ...... ..... ...... ..... .. ...... . . . ........ . ......... I ....... . .... . .. . . ...... ............... ...... . .. .......... ... ..... . ..... ...
Quality Steel Corporation AG/UG Propane Tanks
.. .... ..... --.- .. . . ......... .... . .. .. ....... ..... - ........ .. ..... .. ...... .... ........ ..... .... ..... .......
. . . ........ . . ... . ....... ........ . .... ....... . ...... .... ........... . . ... .. ........... .
A A-ra- nlUFNqlnNq AND SPECIFICATIONS
-WATER. IDIAMETER
CAPACITY
{OD
HEAD
TYPE
OVERALL
LENGTH
OVERALL
HEIGHT
LEG*
V�IDi'FI_..._..-SPagP1G._
LEG**
WEIGHT
*"QUANTITY
.-TOUL. UWV'
PERSIA="
0120Mg.
ZV
Ellip.
51-811
31
1'-1 1/2"
2'-10.1/2-
or 3�41"
260
109 196
16 112
*250 wg.
30"
Heml.
7-70-
4!-11n
480
54
9
SM Wg_
. .. .. ... .. W-- . ........
371/2"
......... Hemi.
Heml.
10'
V.2"
.........
11.80
...... .
.... ....... . ..62
950
45
37130
�9
816 d
1000wg.
4V
Heml.
16'W-50
V-s"
101-V
1,8M
'17 115
615
J7E461/2-
Ellip.
17-4-
V-11-
11a
11I-a
2,650
12
4
90g.
461/211
Ellip.
23'-I1"
4'-11"
1 1'
166
3,520
8
4
oinumsions and specificailons shown are appro*nate- lndMdual vessels nWvarV.
t 0Leg spadng+/-Z-. LegwWft and qxtft nWvarV based on mfg. locadon. Che&wlth Vow seles;mrson for detaU 1MMMmt. d tanks
-noholes lnhis (one cWWhole onreque4 Soo and 1OW w& standard tenks- 2 holes Iran center. -UMwg. and upasshown above.
f-o.r dLftF,& ... .... ... .......... I ....... . .... . . ...... ............. ...... ...... ... .. ............
General So—edfications
Conforms to the latest edition of ASME Rules for Construction of Pressure Vessels, Section Vill, Division L
Complies with NFPA S&
...... ............ . . ... . ...... .. . .......... . ..... . ..... ... . .............. - .. .... . ........ ....... ....... ... ...... .. . ...... .. - ... . .... ...... . ......... .... . ... . ....... . .......... ........ ... .............. ...... .... .. .. ...
- Rated at 250 prig from -20** F to 1250 F. All vessels registered with National Board..
........ . . ... . options available . ...... .......... ..... .... ...... . ..... . .... .. ... ....... ....... . ............ . ... .. . ..... ........... . .. . ... . .. .................. . .... . .. ........ ........... .
......... .
Option 1: Ready -to -bury underground option, coated with either powder coated phenolic epoxy finish
or liquid applied epoxy primer coat followed by urethane top coat, supplied With composite
AG/UG dome.
Option 2: Aboveground option, coated with either powder coated TGIC polyester finish or liquid
. ..... . .................... . . ........... ee
applied epoxy primer coat fo owe uret ane tdp'bj;ft, o0olied'With*sit- fl-AG/Ue'dome.
All vessels are shipped vacuum pre -purged to enable simplified first -fill of the vessel.
Updated June 30,2015
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- PROPANE CONSTRUCTION NOTES
1. All pipe and fittings above ground and inside building shall bd
SCH..40 GalvaWzed- ASTM A120: or AGA approved.corrugated
stainless steel •(C.S.S.T.) pipe.
2. AN polypipe and fittibe ASTM D2513 or ASTM D2517
and shalt be butied-outside underground at a depth of 18" with
warning tape acid tracer wire.
-3. All pipe and meter locations are approximate and subject to
change..
A Ail polypipe shalt be joined by heat fusion or approved mechanical .
couplings.
• S. All'gaivanized pipe shall be threaded.
6: Ali. pipe. shad the puree tested to. 20 # PSI #or a pedod of 24
hours.
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UNDER ROUND TANK INSTALLATIOR
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ANODE CABLE .
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SACRJFICIAL ANODE:..:"
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(MAGNESIUM SAG)
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REGOLATOR • . ,�
SHUT OAS OFF AT r
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RISE
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SERVICE LINE �06
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