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CL. 52-FLANGED CONNECTION
TYPE 1 L CB
SECTION
SUCTION LINE DETAIL V SCALE.- 1"-2'
OF RA
ACAD FILE: 5089-4FlRE_CONIROLSYSIEM�L4N
REVISIONS BY DATE � � g�� -� ��� r�. FOR: SCALE: AS SHOWN
/ �;'� N.L.Olson&ASsociat�s,lr�c. =� FIRE CONTROL SYSTEM PLAN MR. ROBERT C�ESSEL 12115199
N0. DATE BY DESCRIPTION DESIGNED DJC 12 99 � _
1 2/2/00 NLO REVISED TO ACCOMODATE PUMP SYSTEM PACKAGE. DRAWN TJA 12/99 Engineering, Planning and Surveyirr� .� .1 NORTH' MASON ' NORTH MA FIBER CO. DATE.
14098 9 �, ON FIBER COMPANY DRAWING NUMBER
CHECKED NL0 12/99 0� EGISTV v PORTION OF THE WEST 7700 FT, N1/2, NE1/4, SECTION 21, 523N, R1 W, P. O. BOX 275 995089—
APPROVED (360) 876-2284 �'ssloN1�L E Gt
2453 Bethel Avenue, P.O. Box 637, Port Orchard, WA 98366 .,I��ql MASON COUNTY, WASHINGTON BELFA/R, WA. �8528 402425
Acc= - [EXPIRES 12/5/01 �1 (360)884-22C6 HM. (360)275-0228 OFFICE SHEET 4 of 15
RBM 2 4 00 JOB N0: 5069-99
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Approximate Location
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RITTENHOUSE - ZEMAN & ASSOC.
FOUNDATION AND SOILS ENGINEERING. GEOLOGY
— Approximate Break Between Glacial Till
I6190 S.W. 72ND AVENUE 13240 NORTMIRUP WAY
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PORTLAN D, OREGON_97223 BE LLEVUE. WASNINGTON 96009
(503) 620-3002
and Clean Granular Material
AFFILIATE OFFICES IN MOST PRINCIPAL CITIES
A DATE
my SCALE / .. _ dap
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\` SURVEY FOR 81 REQUESTED BY
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AUDITOR'S CERTIFICATE SURVEYOR'S CERTIFICATE
FILED FOR RECORD THIS ZI -DAY OF rJov. 197' THIS MAP CORRECTLY REPRESENTS A SURVEY
AT - - 2 r--. �j"- 1 :D9 MADE BY ME OR UNDER MY DIRECTION IN THORNTON LAND SURVEYING INC.
IN TWP N. RGE. 1 rJ . No. - 3 AT CONFORMANCE WITH THE REQUIREMENTS OF
r THE REQUEST OF SCALE: THE SURVEY RECORDING ACT AT THE REQUEST PO. BOX 249
LEGEND: OF E , Ec . `^ Ert ..o. GIG HARBOR, WASH. 98335
+- JOB No. --
DEPUTY COUNTY AUDITOR WILLIAM G, THORNTON PL.S. 10238 DATE PH. 858-9546
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. _ tu;= 1 ` FOREBAY CELL ( rr 4 .. % v
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^ate,,..~ -.:` `<,t /.r` ._...., at ., ,y t.;
,.,,� ADAPTS MJ J.
�' -.� `•�`� STANDARD
` °` �� f/, `w., x\ ` '-� 41
. `.-�:f -�. HYDRANT ASSY (TYP.)
',,o-,<., e:,j,`ro 1•,.,,�,t�%�:, ~• t,�ti`- �rJ' n I•• •` `.,.- �t,9,Ec I r -
�}
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,.. _ +
METAL ROOF COVER TO `� ; `' _� "�- - - - 2
- - _v r •
`�
,. �, ,.. \.____. f f_;.:i �_ .. '�. P�'I ME f 1. ROPOSED CONDUIT
MATCH METAL BUILDING. - °_,_ �`= - " ` '' 11
EDGE OF PAVEMENT
y ___�,,, HOLES
8».,.GV. (FLxMJ) _..._ __ #4 BARS
- STANDARD FIRE -
HYDRANT ASSY. — I
o -
p i I .. d
I i
'.t °:.4 '.t .
I I LQ 00 -
18»� PVC CL200 WL HOLES
4 Qv
U�
3' - - — — — — — — --
NOTES: k&� �,l- - -._r�
,� PLAN
i� 1. STRUCTURE NEEDS A SEPARATE PERMIT FROM MASON COUNTY BUILDING DEPARTMENT. _&(,
_..___._._._ I
2. ALL WORK & MATERIALS SHALL BE PROVIDED IN CONFORMANCE WITH THE 1997 UNIFORM _-
BUILDING CODE AS ADOPTED 8Y MASON COUNTY. „ `' ``; F 5-2"O HOLES
' a'*.,,, ON 4 AXIS LINES
ELEVATION �-,1�,.., ii
SCALE.- t/4'=t=o' 3. CONCRETE Fc = 2500 PSI CAD 28 DAYS. .. , ' ..4>v 3�_4- 1
4. REINFORCING STEEL.• ASTM A 615, GRADE 60. "� t4nt_, -
9 BID 5. WELDED WIRE FABRIC: ASTM A 496, GRADE 60. - I
10 -0 6. THE FOUNDATION SHALL REST ON UNDISTURBED SOIL, COMPACTED SOIL, OR LEAN CONCRETE. `zr . PLAN _
z. .<,
2'-6" 5'-0" 2'-6» 7. ROOF FRAMING TO BE GALVANIZED STEEL, DESIGNED BY CONTRACTOR. co 1 ,9
- 2 CONDUIT TO WELL PUMP
6:� o
HOUSE & TO CONTROL PANEL
_ _ POND BOTTOM EL=316.0' o o %,,\� C1 1
1~ —T CAST INSERTS FOR FENCE o 0 0 0 0 0 o U
I — — — — —— —1 I °�8 & ROOF SUPPORTS _ - - - - - -
I I I I s'Xs' #sX#s wwF4 BARS CONTINUOUS
��/� /% I -—r'�"� PAVED RESERVOIR BOTTOM
_ I I ® c sLAB #4 BARS ® 1 sn O.C. \ ����'.'1 • �������<`\" -- ........ 00000000
I I o I I I TWO STEPS : .1 „ .I I i.
EL=165.00 3 -8 o a o 0 0 00 00 0 0 0 0 00 0,
o (9 RISER HEIGHT) . 1 1`' �� 2—#4 BARS @ 90®
1 I 1 I o F.F. EL.=165.00 , 1 : .. 10" D.I. WATER PIPE �°.:. -- --
o I I CONCRETE I I a 4 `�' �1 1<< CL. 52-FLANGED CONNECTION : "
SLAB I i 0'-8" °o 0 0°0°o°00 00 Co L-- _ _J .
�' CONCRETE SUPPORT
II I ! � . .45;
Y.
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L- - -- - -- - —1 I BroswALE ,
4» WASHED GRAVEL '—�0" '
1k a- --- - -t-- - - � TYPE 1L CB 4'-0»
A SECTION A SECTION
PLAN SCALE. 112'-1! SECTION
SCALE. 114`_-1'-0'
FUEL CONTAINMENT FACILITY SUCTION LINE DETAIL FLOAT CONTROL SUPPORT DETAIL
L. 0 SCALE.• 1"=2' SCALE.- 1"=2'
O 0 WAS xl�`/� ACAD FILE: 5089-4F1RE_CCN7ROL_SYS7EM1'LAN
REVISIONS BY DATE -
_ SCALE: AS SHOWN
DATE BY DESCRIPTION DESIGNED DJC 12199 ' N,L.OI$®n&Associate$ Inc. FIRE CONTROL SYSTEM PLAN �®R� MR. ROBERT DRESS_L
+ DATE. 12115199
2/2/00 NLO REVISED TO ACCOMODATE PUMP SYSTEM PACKAGE. DRAWN RBM 12199 Engineering, Planning and Surveyin ) .'A a w4 NORTH MASON FIBER COMPANY NORTH MASON FIBER CO. DRAWING NUMBER
4/20/00 NLO REVISED PER DIESEL ENGINE SPACE, CHECKED NLO 12/99 �', EGISTEg�9 P. O, BOX 275 995089_
APPROVED (360) 876-2284 �SsioxALE��t PORTION OF THE WEST 1700 FT, NI/2, NEIA SECTION 2I, 523N, RI W,
MASON COUNTY, WASHING TON BELFAIR, WA, 98528 40�4�5
ACCEPTED 2453 Bethel Avenue, P.O. Box 637, Port Orchard, WA 98366 WIRES,2/5/0, (360)884-2206 HM. (360)275-0228 OFFICE
RBY 4 25 00 J013 NO: 5069-99 SHEET 4 OF 15
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DRAWING NUMBER
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9,950809-
40242J
SHEET 2 OF 15
SITE -�- �— - - - - — —>-
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NEWKIRK ROAD �� Z ., � :�`--�-... ,_ a 0_;
4^ NEW EDGE OF
• t
Q� V J I PAVEMENT ♦ ?
Ir yL i.AAN CAPEfl"AREA
t
yc �UNIP
Of a NEW PAVEMENT' 'i N - (•'
AREACZ)
F" / NEW EDGE OF _ cv NEW PAVEMENT '.
PAVEMENT AREA n
%-.,
,S
a4 r r ON E . I-C. ,_ . .
SWALE ." 'try' r
M LTRA
( - u
BELFAIR ,;'
200LF-UNDERGROUND / �
INR!TRATION TRENCH
f f
€NTION i
Pam.
CELL
t
J
�, . .,r -
r FIRE' CONTROL
Vlclnl - _ ,�p�, .__. . � ._ ,. ._ STORAGE POND � :`>. N
aN� -
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ATE 3 P: NTI0 N POND 'B`
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e
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32
20.4
r J'
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_...._ c'JENTION P17-020-4
ON 'A'�,
:
'i=6R_BAY CELL IX. BENCH MARK
,
I ELEVATION 322J'SaSPIKE SET 1.5 U
,• _ _ ___ IN NORTH FACE OF
LUMINAIRE
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BIOFILTRATION SWALE
f -T
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7
- Sheet Index -
7 .
-
SHEET DESCR/PT/ON
1 COVER SHEET
F:A:'!:1•il:t{r
2 SITE PLAN — SHEET 1
3 SITE PLAN SHEET 2
CONTROL SYSTEM PLAN "-
4 FIRE CO Scale: 1 60
.hy Utz
5 FIRE CONTROL POND SYSTEM SECTIONS & DETAILS
6 PUMP HOUSE PLAN Fdty r t
DATUM
7 DELETED
ENT
Assumed 10' ;
8 STORM POND A PLAN SECTIONS & DETAILS I _,
2-1/2 5' 2-1/2' 6'ExrnUDED y' I
a'
CONC. CURB
9 STORM POND 'B' PLAN SECTIONS & DETAILS '-1/z'R -
2'COMPACTED DEPTH ASPHALT
CONCRETE PAVEMENT CLASS B'
10 BIOFIL TRA TION SWALE A & B PLAN & DETAILS t. /r
2'COMPACTED DEPTH c e
Legend
CRUSHED SURFACING TOW COURSE �a o o a O o 0 0 o a o,0 a
I=,P=��=Pit=11 Oo aopopo 0 00o ml J
6'GRA1'FL BASE COURSE o 0 0 0 0 00 0 0 0 0o a I
11 EXISTING GROUND CONTOUR (1' INTERVALS).
BIOFIL TRA TION SWALE 'A ' SECTIONS Q ,
EXISTING RAILROAD TRACKS.
12 BIOPIC TRA TION S WA L E B SEC TIONS EXTRUDED CONC. CURB DETAIL _
-------'-- -'-' EXISTING FENCE LJNE. -
13 �- -- EXISTING TREE LINE.
STORM DRAINAGE DETAILS & NOTES & PAVEMENT SECTION
NOT ID SCALE Q j
t
14 WATER SYSTEM DETAILS & NOTES
NOTES
j 2� %` 7- r Fr yERF, w
T. S.C DETAILS & 0 P r+ } a i3
15 E }
•fit T
U U"
off' � of was��ls
ACAD FILE: 5089-ICOIER_SHEE7
REVISIONS BY DATE A - COVER FOR. SCALE: AS SHOWN
DATE BY DESCRIPTION DESIGNED DJC 12/99 `_, N,L 01son&Associates,1n SHEET
MR. ROGER T DRESSEL
15199
?/2/00 NLO REVISED TO ACCOMODATE PUMP SYSTEM PACKAGE. DRAWN RBM 12199 Engineering, Planning and Surveying �� 1`4098 9 NORTH MASON FIBER COMPANY NORTH MASON FIBER CO. DATE: 12 DRAWING NUMBEUMBE
R
CHECKED NLO 12199 0,�, �CISTS P. O. BOX 275
APPROVED
(360) 876-2284 �ssIONALE � PORTION OF THE WEST 1700 FT. N1/2 NEI/4 SECTION 27, 523N, RI W, BELFAIR, WA. 98528 995089-
ACCEPTED 2453 Bethel Avenue, P.O. Box 637, Port Orchard, WA 98366 of aI� MASON COUNTY WASHINGTON 402422
EXPIRES 72/5/01 � (360�884-2206 HM. (360)275-0228 OFF-ICE
RBM 2 28 00 JOB NO: 5089-99 SHEET 1 _0F 15
-- - ---y --- -_ --- ----
- ---- ----- - ---
Project Background 6' High Cyclone Fence ` \ - O
. ._. . • — • —�• z
Cenex Harvest States / 7N\- - .
�" /
C'3
STANDARD FIRE /• NATURAL \
North Mason Fiber Company HYDRANT ASSY / SETTLING '
1001000
N.E. 431 Log Yard Road i / / AREA
1001070 I Q lo
P.O. Box 275 i� �/ s � I
Belfair, WA 98528 / /i f'' . J. {F s'0'�ro �� I (r N
I ;'/- 0 2 X 30,000 GAL LPG STORAGE I 0
The property is located to the West of State Route 3 in the Belfair Urban / ,. so. I1 TANK SYSTEM
,I i l�; 'I 1 'I �` 60 I
Growth Area. It is approximately 1800 feet to the North of the intersection % , " I I
I
of Log Yard Road and State Route 3 in Belfair, Washington. �, - /' /11 I I
r' / I
-Vicinity -- I
Map-
,/ GRADED i ,� N Al-
" a
Applicant N // i r /' `/r ,� (NOT PAVED) BUFFER 0 I I-V "t�p P�,2
Cenex Harvest States Mr. Bill Anderson, Manager ; / � /1". ^
r Z
/ �0 / F \ / if i I f� N�. co
15824 66th Ave. N.W. 1_. 11 '::_1` .., ell .1 / I O/i'a
1 r7
Gig Harbor, WA 98335 _1 , ,. I _� -,fff / 0 �S .�° cc
— ,` = i .-, I'.11V ;\ ( " STANDARD FIRE i e a.
(253)851 -4441 ;r ! i I° J; <' '` A % i _r �_ o
HYDRANT ASSY
,° � \ =
'Zt` r'"°1t ' 1 4k: ,,r aremer,,,064 �t 66al W f E 1 �(
I Ca I
Engineer --\ : I
�'' '�° ,�,jrpart // '/ :F, MAIN TRUCK ENTRY HYDRSTANANT
FIRE
i 4
FSB Enterprises Inc. r ' '"� ' ' .� ANT ASSY
f 1 P / V f I I
_
' F1 ' - - — !- } - ' } ?' --- } `� -, — - — � RAILCAR UNL OARING STATI ': > - - I — Z. .
- - - - - - - -- --- - - - -
I
Mr. Fred Benz, P.E. ` e` fr: 3P / I - - -
if .,
942 NW 64th, ';�r ':_ 5 F / � 1 Acres 43560 sq ft
�' �' a SITE rlr �' // i 15 5' X 3 "''
Seattle, W e A 981 7 a't i 0
t
.f
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1 Y
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r / ——
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— —
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0 71
is
r' I'
6 8 211 3
i_-
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11 1
STANDARDF IRE 1' —
t r 1� Scale . 1 - 1 f:`:.'...:•:.::_•,.
. ! 00 =lF`r TRUCK ROUTE:;:::`; SITE ENTRY #2..:,_,•I � °a_�` ti' I / / �;; HYDRANT ASSY ! I
1_,Agency I I � J -7 ri�K. f t, % i ,I/ °� Emergency Shutoff Switch f
I �. ,r. I o 1 00 200 ill 300 / . �e:r & Electric Panel Mason County - ;
Department of Community Development 19 I ' ,I, {r �`__ `° I �/' x 11
426 West Cedar St. ' -
� i ru -i I e ?.' 1 ® l f
', I e . {�5 If t i 7 'T I l I
Shelton WA 98584 11 � i ,ti& � '�, f'' 'R A o /, - ,
(360)427-9670 ` co
', 11F'fi'� ' t� J i; �! i�� i� {' �` o cy
'y� ,-ptif'4 ff, I
s .� � $ `DIY` � e^s' s.. �' k S' ;� / r�;r J i 7 0
Project Schedule �1,, 3�' ` � I - "�, I'-, / % , —
,1 �t. ,• �
_ 1 mi �! / Z f' A/C PAVED AREA }�' I o
August October 2000. zCD
t I .1 _- - - / / J
I
/gyp , :f -------------------------- ---- ----- 1=
/� , /. ----I "Ii I W
I
I �
Pr t D ri tin i '� i `i i ' I I cr
/�` / { I NORTH MASON FIBER COMPANY I BUFFER c
oiec esc a o ! ' Z
1 wo 30,000 gallon Liquified Petroleum Gas (LPG) tanks will be installed as shown ,' I YARD AREA i � I I
on this plan. The installation will meet or exceed requirements of NFPA 58 LPG / �/ I ,. I Wellhead ' ' I - 8
'' ;`` I I I I v m
Code and UniformFire Code Article 82 and Standard 82-1 . General site features, / I ,/ I ; I : . i Wcn
/ /I i � i : I I 0 CO
and adequate setbacks from property lines and adjoining buildings will be provided and
f/ /, I LU O
are shown. The two tanks are mounted on saddles, and the tanks will be plumbed I in I f`" I I • I F_
/ I :,, I I I I a s
and operated per manufacturer's recommendations. / ;'�/ f;;:-:: :: ,-fi'�
/ I I
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f' . ..•, o
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ES
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ETT I EXISTING S LNG SHO
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/ ' POND f. BUILD :w.;:=::: I
/ 0 I BUILDING I
e /I :/ I .� I SITE ENTRY #1 r:•':::;:; I
r` `''` .. I
/ // /
/f°' BUFFER ::':.,:-• I
General Notes ' t i-
\ 6' High Cyclone Fence I W
• / ELECTRICAL
1. The 30,000 gallon containers shall be designed, fabricated, tested & marked in accordance with the \ GRAVITY OIL WATER FUEL TANK TRANSFORMER I a
applicable regulations of the U.S. Department of Transportation and/or ASME code. The tanks will be SEPARATOR j },
installed above ground on supports (designed by others). ,� Q 'v
CZ
2. The position & marking of the shut off switch or circuit breaker shall be easily accessible, I EXISTING A/C PAVEMENT(G" THK ) r^ LL
clearly identified & visible from the point of transfer, in the event of fire, accident, or other emergency. / �J�
3. The tank,
:=r
//
ecn container x Ivalves,o to e a es a excess flow back flow �"—'ac o check valves,
eck I a es & pressure P
ssu a relief / !
:�f`r,
r :
.',ter "
p' �',
fl fi.
devices shall r O
c ss albea approved h authority v' r'o d b the autho t having jurisdiction i sdict on prior
o to installation.i sta at on �'�-�' -
Y 1 ::r;�r
Y 9 P CTJ 4-1
<< :, ;'
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`f' L
fJ f'ri
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4. Unless approved h r'
rl W
s a o ed b the authority having I. ;,fff::
a h � /oses used for i o dispensing ensin r :.f':
operations PP Y tY 9P 9 P
to s �
shall not exceed 18 feet in length. I1. -0
9
....... .. .. .............. . . .......................
cn
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f f J f f f r f r f J f f f f f f { f \lJ
.
f f J { f f f J r f f f f J J J f f f J f J f { f J J f f f f f r 5 Loose r pil
ed edcombustiblesw II , � � ,< � . , .as a we long
as weeds & o d r t , , � �•grass � , t , ww ,of be permitted ,< � i tted within i n � � ,t � , � � i
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s s u ed b the authority h � \ 4 having jurisdiction. t w w k•u sd cti n. , .o �.
4 'a 4 � , . ti ,000 PSF VERT A ti ' CZ �9 (('''•�, IC L L A I 9 9 "1 frfr 0 DN Y tYf f G CAP 1f { fff ACITY 9f J r f f f f f J { J f f f J f J f f f J r f r {
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7. One approved
Ir'.1'a �Al' T
portable d chemical fire extinguisher with a minimum capacity of 20 I
P dry 9 P Y bs I.. ,. :.;n ,
"shut-off" REINFORCED CONCRETE PIERS ,
1
and a B . C ratingshall be installed at shut-off switch location. "u- I ss APPRQx
(SEE MANUFACTURERS DETAIL) 1 ;� ::.:A, — O
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8. Perimeter of LP-Gas storage area to be fenced with 6 hI h galvanized chain ' '.�a c�
9 9
- -
-- -- - LL
link mesh (16 ga.), with galvanized Sch. 40 posts, with two gated entries. I. li;~:. .. •. ,...:...�, A .a ,(:-?, a,•
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9. Installation of tanks piping, and dispensing station to be i II :, :' t ha��..� :: . O
p p g, p installed per 28 3 % "I I 4--+
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U CS i n F r Section 82 and U Standard 2 1 .C d8
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10. Installation - - - 1. -- --
sta a ion f Transport Unloading;
t o a s ort U oad See Detail D
P 9
to S 203
Note: I w
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11 . Installation of Bobtail Filling; See Detail SD-211 I'll ." �:: �r
g' •LPG Stora e F i I i w' - 9„ 0 APPROX ^% 1
g ac ty Ith 2 30,000 al AST capacity acit rn
g P Y 1
-Galvanized =ti- �._� . : : ._: sue_..%',:: ::::'':..: ._'.
a anlzed Chain Link Fence enclosure 6 high
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o 2 gat
ed entrances h Iv.
Co
ces 6 high a chain
han link o T
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n-installation n at o per F UCS i 2UFC Section Standard r 8 a da d 2 1
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Design, installation and foundation plans for 65'-10 7/s"
LP-G Storage Tanks per Gas Supply, Inc. m }
and/or Manufacturers recommendations. *k o m o
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Revision #000 7112/99 a o J