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HomeMy WebLinkAboutNorth Mason Fiber Company Storm Drainage and Pump System - COM Plot / Site Plans - 2/2/2000 FFC O / 6' High Cyclone Fence \ \\\ Z ;7 / �._,_,_.---I_._,_.__._-_._. _._._......._._.�,_, Pr t B k r n !/ i ``� . oaec ac a ou d '� ! i r� , z II Cenex Harvest States 1001000 i NATURAL ! SETTLING � \, Mason Fiber Company AREA Q L� North Ma p ;' 1001070 � N N.E. 431 Log Yard Road • r !, ; P.O. Box 275 // r Jar roF ck�`�y I Belfair, WA 98528 / 60' X I / I The property is located to the West of State Route 3 in the Belfair Urban I ��� . . o� Growth Area. It is approximately 1800 feet to the North of the intersection I/ GRADED BUFFER 0 1 �, `Mw� . (NOT PAVED) State Route 3 in Belfair, Washington.of Log Yard Road and S g � I " ~ z 1, 0 to ' c I . co i 2 X 30,000 GAL LPG STORAGE TANKS li n / 4mc / MOUNDED SYSTEM S I w - Mr. Bill Anderson Manager % °� : Zo Cenex Harvest States g 15824 66th Ave. N.W. xx ,/ _� I I r WA 98335 I Gig Harbor, �� -V ici n ity Map- I a_ 253 851 -4441 3°" :�..::.......:::::.,'::'.. .......'.......:. - .� .:: k.,'' .�' �::: r:. r I � "I i� r�' :::�: % l 1 �a� r. i 1 r r::: 4 �::;:�r: ;.::. ) x:'.:: O:a: r• :d:'r: : :;� :�{. p;w-.. S ' ':-- �. +� I r� � �;: � ° �_ >:�.�: =TR K R �T :.x_:�.:... .�:'- :; :< .:�: o • '+.la r i'S �.'. A7 i:. L r:'•T C I I ,�y, ITE ENTRY .. ..., . . :S `#2 -r�. J l.: S' Se le . 1 100 :.: :�:: a rI. _ . •.... :e `. $ r P- :C' � .�j d:'.. '5.:: t ?2 I • I I Inc. :.. . :::::: .:::::;. .'.: �.::::.'.:.:.:.:;.. :;...t:'....:.: 1: :-::.:.,.. f..:..:.:,. r7 :..:. � :;,�y a - I FS Enterprises, :;-i: � ::�:•::::::: �.::';: . .. ;..: ::....::: . '� :Iti �w�•�Ef m>� �� f #lo= I / �`' 1 ILCAR UNLOADING STATION • I r=' :I. ;:...: . r.�..... � � 7. r . ���.. �1 0' 100' 200' 300' �� l I :� :..: :.-.'.—:•:. .:,,.,;.,:::~. : :,a. :.fir•: : ...z:.:� ,ti'l D#t:z %..:.... ....'. . ...� :..:..: ..:::.-::.•:.:. ..:. r �; �.- . ... . ., ,:: �,.. _.�. '. r I P.E. .:�::�:;�: r. Fred Benz _ ' o M - .. . . :�::::. , , a.' ..: .b G .✓r.', c:q r�S I s :;::::?��cc .�.::i:•:..��:;5::::'�';::�.::,::•:?•-::'.::'.::"'.""•:.::�.::%:.,'.�:.'.�.r�.`��.;. : ,r r �.. Wit. :.:.;' NW 6 t :: ;: F::: 42 w:_9 � � I �. s: ,. , •.ems, a 1 : •� ::. ':,;r: 1'':::.�:...: b .+:. •.,.:.: Z Seattle, WA 98107 �..:. '.-, �:.. ., . 00 I .,..;.,. .?...:. . 1�: t : . :....;. v :.:: :::..:::'. ::::;;.::::.:;: �t'.: :., .;;:::�::::::: :.: r.� :: :::.......",w..::: �� Emergency enc Shutoff Switch I Z 206 781 -2113 ::::: �► ; ..:: �. . :.:i*. ::�.:•:... :.: , 9 y s tch ,� :�';:::.:;:..�:::.: ,3.... . ,,,. ; :'. & Electric Panel I ,+ :���::......._::..:.. :., .� .. 1 .......... ........:.......... :;�:�. I . .. . .......... .... . _. ....... .... . .. . .. . ......: ... ....:............:........ ............: — :. . .: i I I i: :. ; �,�.:-...... � % ,...........:.; : :�' ., . / I .—...s,:.::: :.:......:. I :::.AgaM :::.•.: �..,':.:..:: ,.:.:; -,.:;'::..':.... ::::..:.... `> �r :: ��:`����:; :; :_,. A/C PAVED AREA ..:........ . ... : . . . ... le I ... r F,: - _——__—__——__—________—__— —__ _——_- a'' .3'.. ..' _ _ ____i� County :• f .: Cc r — U h Mason ��������: y :. :. . ... ::. .: ...._ ::::;.; .:..: :. :: = 1 Department of Community Development : :. >f:.:<:: .:. I I i I ;�. % 1 BUFFER o p . . t`:.__... .. -' , .�� .. . ..:: I I :.:..:.:: :;.:.....:.:...'�.:�:.,.. ....�- y 5,� �.A .. ;:.: . .:•. ; : :.::.: .::... / 1 I NORTH MASON FIBER COMPA,NJY I : CL 426 West Cedar St. sFr I I ::. ... ;s .>� .::.:•..: : ::: ::.::. �.�: .� . . / I YARD AREA I 1 .'F.:.•.; W , ��.�: I:.. I I ff .......:... .:.. .......... ,� �oz ,,, ..:. 1: , y I Jllellhead Lli 4 :lr' .::.:::.:::::.::::::::. :: : . . .. ► 1 I Shelton WA 9858 .�.:..... . .: s i n �. :::,.::::.... . . . �. ,... xis�. i';e ra,n :/ ti`� / I t �� i P��: � �° ► I I LU 3�0 427-9670 � _u� � I 1 i w. . . i 1 ,. % I r i.w ..�" k _ :�. _.� I i Q �� ;.` : . 1 '.. F. .,� � ;::�:: f n �: ..... . I I — pl �. i'iICI °�P M00, ��. "t+h�f". .,"Ir1�'1 r ti J 4 ^�p'£.�J� ' • 1 J I f I i•� I I EC I �)N r . ���"� fi � sh.. .. x. { I I -- I 1 a,. 1 .: �r d / r i CL �` .r '% ,.f s F i �s r y .. r a �. 1 �... � . I 4 1 f h yy��+, 1 7r �y ■ i4 } r I I S I11 } 7. I S ch e dui e Y -•:,' Pro Ct 4 r ��. �y i P �a s FI E -� —. � r OF C S �T v 7 . / l I t` a�' �x y i �Y a f `1.1 I I. tL :1' rI.Jf' •' '��'••; Y' f :1.� fr A. 1. I EXISTING F.:P 9. �� �, GS 99d_ - i r 1 SETTLING August us Oct ober G I BUILDING I , 1 POND i "-':: `:'�:: 1.:. '... I I `SITE ENTRY#1 . ::"•.; 1. r % I I r:�.- •:. 1 . .1;:.•,;•1 I r t� / % I r BUFFER . :a ': I Two 30 000 gallon Liquified Petroleum Gas (LPG) tanks well be Installed as shown j �� rk _ _ _ _ _ - g on this Ian. The installation will be a mounded system as described in the Uniform ! 6' High Cyclone Fence I >I ELECTRICAL p � GRAVITY OIL WATER FUEL TANK TRANSFORMER I Fire Code Article 82 and Standard 82-1 . General site features, and adequate setbacks . SEPARATOR /' < :t:! .0 from property lines and adjoining buildings are shown. The two tanks are mounted on . .......' .. saddles and the tanks will be plumbed and operated per manufacturer's recommendations. W / 0 . � o LILT F- C' General Notes > -0 1. The 30,000 gallon containers shall be designed, fabricated, tested & marked in accordance with the ECOLOGY BLOCK WALL SURROUND cc I eL 0) n wl b T tanks r AS ME ode. he to / A c ando o f Transportation f the U.S. o regulations li b le a PP ca A t� hers D ER i..o cov b t FOOT SAND i ned E FO MINIMUM N 0 eS M 0 ns su pports sd a u nd o )• e ground Y above 9 b �installed a P 9 P :1 O �' I'I es ble sl cc II ea a a be shall i u it breaker �r rc i ho c hu to ffs w switch h sY i o f the C� 2. The po sition In & m a rk n 9 re n . .. .. . .. ..................... _: ; -- O her me c or of e I. -- - flraccident,v f e h en o f Int ee t n er fras not9 Y•t the of , fro m , visible le o & s I rl identified P ea c _ 11 .•I A• Y A N• �a IA A AA A ,AA U A A AA A 1 1,1 relief �:: :•i r e e A .� r ssu e e .�� A the valves, &w ck k flA a o Iv s be I w va e f oA xcessP ,^'A ry valves, e �ra tank container , 3. The , 1 IL 6 PPRo , having jurisdiction riot to installation. 6 A , A ,�G.,. the authority ha A devices shall be approved by Y 91 P . PP AAA AA 1 ,AAA A /// �■O/�� AA A 1� 1` ACZ 1~AA _ ._'noperations -,)..-,�.-.:�..'�.."...:..�:...::-.:, ,., - L) i n es f rds I h es u se d oa. os in jurisdiction, - vg - i haP r he au thority t ho ,.�. t _ 0 ved b nle s a r 9 � �- 4 U s tY Y - A P P .A� AA A 1 :1Ah AAA I AA A,., :'A 1 fee t 'n le n th. A 8 x ee d 1. :•1 Ah II t exceed sh all no 9 AA AI::,A AAA t A A ,r f1. �• .• t .• J / �• / f ,! �r } ,/ f J / J Y 1 f X f f f 1,.:-::•:•:''-:,'.:.,' :-:-:.::�':':'•:•�••� '::'":''•.:'•':: !f /f f f ! ! f ! ! f f F f J f f f F f F e LIOIl A r.An f.��'r''.+�!.��t'++�18"Thick halt Conn AI::'��.•�:`:•-:'•::::•�'�::;::�r�:�•::' f �•,�� -JA `f F �"•Y AAAA }�� F t ` J `! F f J F ! f,�'f f.rf {� L'• :.�A A r /� AAA A A A k +. l \ +. 4 +� 'ti �. A T i in , � ti � .,h permitted � � �I e erm � � .of b � A r ss shall tw , � ,. � _n d a s � . weeds k 4 k II s ,� � , w ::-, A a k ,' we P �- stab e 9 � � � ,� ,. � f r r f .. . .. ..... . A A .;...,.••..'.:..•.:.:. combustibles 9 dry ti ti , � �. w J rrftr 5. Loose or sled c O tint +� ! r r I .�......:..:..:..:..:..:.:::ti::::�:::•:�.•:i::'::::':::::•:::':-:`:::•_':•:':'::':::`:::::-:::':`,':`:::`:::`::::::••:•:':::::;':::`.:. '� k r r r f r r r f r r r r t ! f r r r r ! ! r r r r t ! f f r r r P r r f f r h 4 4 1 + 4 ry t t k • ,w ,AAAA AAA t..,;•:•:':':•:'}:,;:'}:',::';•:;:'}i;d':•:';::•: ! f r J r J r r r f r ! r f r w , y t 3 1 A k 1 4 4 r r ti '� I r rfrftt :•1A k w t k k k w r rrr r ttk ♦ xtti +� tti +. ktiwwk rrrrrrrrrff rrlrr rr •- "•'.:.',:...' f t r .,.., .. . r .• A A.J'::': ! ! r r f r r AA f r 4 + '! r tikkt ti +.! I 4 +. t ti t r r ♦ ♦ �J r r '\ �r r f t � k k 4 fJrr bbse kk J r r ! Co Su a t A r J J m cted '. t +. +. •.r ti •;.,.. A t t t 'W ti k r. '� \ •Y A ine � +. � rr na . +� '. ! rf rrr h Ci w tiw rrrrr ft e � r•Jrr t 0 t • , w r fee k � � r 10 tfrJlr ::,A� .ti t r ti r r r r t r ti rrr r rtrr ! r r r r ! r r r f ! ! t AAA a � '! r r +. . k t r � w � k •:•:IA r ! 1 h 'h r r F l t r r r r r k �f ! •1 � t � h J r t f! ! t J '" 4 k ti k '� k k k ti ti ti �4. •ti k J / J 1 't J J J J•. k ♦ J e J J . •`•• J J J J J J J J J J J J J I • + • + • • + / J J «� authority haven jurisdiction.6. Postingof no smoking signs as required by the a y g A A , AA AAAj IA �I ,.,AA AA iA A k A Art AA A� minimum capacity of 20 lbs. 'A One approved portable d chemical fire extinguisher with a p y 'AAA A I 7. O PP P dry1 I'- ' Ary "shut-off" kAA Y. xA; 911 r6 APPROX ;AAA: rn rn B C rating shall be installed at shut-off switch location. A and a g IAA A� I�Ati, h � �, °' �, °' I •,•. A AA Ary m \ � N � ', .-.. with 6 hig h alvanized chain . .. .....................:. .............•..',.,,,....,. 0 _ fence d W r.� p �• p \ r to b e area _e a -storage 9 ss to 9 � PG a � r of � Pe rimeter to o . e 8 9 nr N with o gated etes w two t t 4 d Sc h. 0 nizeposts, - Iv , a with a9 link mes h h 16 a. wt 9 N g Note: 1 rn i nt b e installed pe r 'n t at o 0 i in an d di spensing e ns i s P1�1 T tanks, %- fa 2 t D 03 i no 9 'I S II t o P De I a to Insta i S e I do e 9 a piping, r n Un o P T a ort s p g - na rd 8 2-1 . F St andard d n 2an d U C i 8 F Sec tion o U C D- 11 } M it Filling: See S 2 - Bobtail F I of g� m ' ECOLO Y BLOCK WALL SURROUND � 0 �,; Enclosure 6 high Cyclone Fencing ° � W m W . w Z Q Z � � m w a omoU_ v3 Revision #000 7/12/99 __ 1 �3 91 -10 01010 w o N N N cn - m -- w LLJo m p Q Z ::D m `- 0 0o t_ 0 p W W `C- Z Z Z o 0 C� U �o z Y O� W � G7 I W = W U S Z:LU W.. 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LLJ Q Q Q w F- s• Y � � � o � w _ 1 ~ v /1\ w Q - �4/ O o Z Ld Z - � O o ) Q W CD [if LL- 1 - Elf mp0 CD CD r-D CD Z Z Z Z LLJ r I �C' Ljj w W W W W m (n.FLj W w Q rn w a N o E- d rn Q �� 'r 4W a. 5 { ! 04 p I,w z •�, CO c00 N �.: cn w n ) -t-� i ►�, �, 00 E- N U'A) J w1 di V, I r f (o C m O �, O V) LLJ Li 1 JLo �• �� r 1 � SCALE:- AS SHOW DATE: 12115199 DRAWING, — — WING NUMBER a �Nl� H�1 b'W 995089- �tr 402424 a,..� SHEET 3 OF 15 s. Mr, F., —b' 3N1-7 H01 VkVLLI .£�S <p N N N m o z o ' C)LLJ 0LLJ > � LL- N Z Z y O CL I O Z2SLi / U U0:� w w W LJ m oc Z w < 2 n U � w O LLI> W z o � R�v U Q � Z mOQ J ¢w Oo w � �`' c� o � �nIz > u - / �y�1 Z d �U) 0 � W � cry W _ W T Z n O W (n cD Z � o Z CD Q o � 0 00 U) 1� U Of DO co U ! W Cr) =O _ W O W - N c] � wUj o Qy M J a- J / NLLJ- J cai I Ld Z d � Q m O l) LLJr7 O ,1 N / m OLd Q Cl QLd • 0 � LP�. wow O .. Xw � x w J w a- �. o I oo ; `r'¢ • -- { (' ` a c) ~ ^ �J = LLJ W Q � � w / -j � J U z �. z wo � m N � L o 1 w f- i �� r..\ % C w w 1C. '^ C ;� > � ZIP ON / J � o m NLL- o z U W Q k N w - � � � L mo � j o� Ld O OQop � - _ D ,o� I � � ZmQooN Z U. JO -;l �\ Xo w �00 LLJw� i - w ��'�, o � it p� o tLTJ w O O �;� W L� Of w _j � W L� ~ Z � i w x N N I W \ Z w.. W I— CL. L W LL- cr O cf 00 ti. c ti o a W cb 2 LLJ UO - 3 I _ J Li o O o �. W OJT 0Z O w f U J U � � Q Z � V � z ``�, w I� W Ii f r U > V LJ (n 4Ld Q � ZZ = Lu zQ � ; rw- w ti'N N N (10 Wf \ Q Z � N 318 W z Llj rfk c-) —316 —3 5� -- 1 CONSTRUCTION C/� C/� /--�(---------- cn O z I I IF e— J O `i c Z 0`6 o L�J O E�- o Q Li LOD Z O LdJ Sys' P Z o f II Q� Q Q =Do z w ►-a < °pww a �_ I r� Q LJ m d y cd a C7 C7 C7 V U) U) U) k X X X X a w w w w 11 4 . f U c: 00 ca � U `r ^ C) . � •O 0 L (n O N a- co ro Q _ C _ ^ m O C � � O N m ZW m � r N SCALE: AS SHOWN DATE: 12/15/99 DRAWING NUMBER 995089- 402423 SHEET 2 OF 15 1 ti SITE I 0 NEWKIRK ROAD ��� z •S� NEW EDGE OF O� W PAVEMENT .. C - c ss AN LAND CAPED AREA M I w W I N N Q U ` NEW PAVEMENT 1 O p ,StiO AREA O NEW EDGE OF N NEW PAVEMENT rNj OO Fes-" PAVEMENT M BIOFlLTRATION .� Sti0 AREA SWALE BELFAIR 20OLF-UNDERGROUND , g MZ INFILTRATION TRENCH 00 ���ON �O RFiENTION POND 'B' SECOND CELL 35 -314 . � THIGH pLyN - Vicinity \ FIRE CONTROL \ STORAGE POND 86 r 323 -- 9 7 h REBAY CEELLD B n 3 1 \3 PUMP HOUSE / J 2 3 c ON POND_ A' I EX. H MARK CELL ELEVAION 32 50d SPIKE -ET 12.57 5U - - - I IN NORTH FACE OF LUMINA RE- 3/g 317 t 32 3TE l0 376 16 . ti _ RETEPJTION POND 'A.' SECOND CELL ...- S I `?7 76 3j4 .r BIOFILTRATION SWALE - `:. Sheet Index - -- SHEET DESCRIP TION I C0VER SHEET 2 SI TE PLAN - SHEET I -r - 0 0 3 SITE PLAN - SHEET 2 4 FIRE CONTROL SYSTEM PLAN Scale: 1"= 60' 5 FIRE CONTROL POND SYSTEM SECTIONS & DETAILS 6 PUMP HOUSE PLAN DATUM 7 L_ DELETED 8 STORM POND 'A ' PLAN SEC IONS & DE TA lL S Assumed I -. 2-11 r 5 2-1/2" 6'EXTRUDED CONC. CURB 9 STORM POND 'B' PLAN SECTIONS & DETAILS 2 1-112'R. - 'COMPACTED DEPTH ASPHALT 1 R. _~ B � - CONCRETE PAIEMENT CLASS " IO BIOFIL TRA TION SWALE A & B PLAN & DETAILS 2'COMPACTED DEPTH = Legend CRUSHED SURFACING TOP COURSE o 0 0 00 0 0 0 0 0 0 0 0 08 oo0op p p00 00o I 6'GRAVn BASE COURSE o p 00 0 o pp 0,00 0 o p Cnl I 11 BIOFIL TRA TION SWALE 'A SECTIONS EXISTING GROUND CONTOUR (1' INTERVALS). EXISTING RAILROAD TRACKS. zl 12 BIOFIL TRA TION SWALE 'B' SECTIONS EXTRUDED CONC. CURB DETAIL EXISTING FENCE LINE. EXISTING TREE LINE. & PAVEMENT SECTION I3 STORM DRAINAGE DETAILS & NOTES NOT TO SCALE 14 WATER SYSTEM DETAILS & NOTES 75 T E.S. C DETAILS & NOTES 4 n � Of WASk�N �n ACAD FILE: 5089-1COWR-SHEET BY DATE REVISIONS FOR: SCALE: AS SHOWN if COVER SHEET MR. ROBER T DRESSEL N0. DATE BY DESCRIPTION DESIGNED DJC 12/99 `, N,L.Olson&Associ ates,lnc. DATE: 12/15/99 1 2 2/00 NLO REVISED TO ACCOMODATE PUMP SYSTEM PACKAGE. DRAWN PBM 12 99 � t NORTH MASON FIBER CO. / / Engineering, Planning and Surveying .� 14098 �. NORTH MASON FIBER COMPANY DRAWING NUMBER P. O. BOX 275 995089- CHECKED NLO 12/99 (360) 876-2284 OA�ssIONALE �� PORTION OF THE WEST I700 FT. NI 2 NEI 4 SECTION 2I 52.3N RI W BELFAIR WA. 98528 APPROVED / / 402422 ACCEPTED 2453 Bethel Avenue, P.O. Box 637, Port Orchard, WA 98366 MASON COUNTY, WASHINGTON (560)884-2206 HM. (360)275-0228 OFFICE EMPIRES 72/5/Oi RBM 2 28 00 JOB NO: 5089-99 SHEET 1 OF 15 `V IA3,?l /D -0/4)7 0 METAL RIDGE CAP 4"x8" HF #2 R-19 INSULATION ALL WOOD PANELS TO BE 5/8" Tl-1 1 SIMPSON LUS26 EXTERIOR NAILED 911TH 8d ® 6" O.C. JOIST HANGERS 2"X6" 16"O.C. EDGES & 12" O.C. FIELD INSIDE (HF #2) 3/8" CDX WITH SAME NAILING PATTERN. 1 "X4" STRIPS �12" O.C. 12 W/ 22 GAGE METAL ROOF HURRICANE TIE, SIMPSON H 11 Z, TYP. ® RAFTER WALL CONNECTION EX. FIN/SHED 4 9'-8" GRADE METAL GUTTER 3/8 CDX 1/2" ANCHOR BOLT & EL=320.0' PLATE WASHER 2 z2"x3/16" MIN. 3'-O" FOOTING WIDTH 5/8" T-11 PL YWO D 17'0" THICKNESS @48" O.C. O 8" WALL WIDTH R-19 INSULATION 3/8" CDX FOR WALL BRACING (TYP) DIKE LEVEL „ (SEE NAILING NOTE) .� EL=321.0 322 _p 3'-0" 1/2 0 ANCHOR BOLT & DRY BACKF/LL MATERIAL PLATE WASHER 2"x2"x3/16" MIN. COMPACTED TO 959 6:1 TO POND, THICKNESS @ 48" O.C. L10 I - • — — — — 3,-p„ TO -8 J20 P OF WALL 2 11 " STEP FACE 2" GALV. PIPE 319 HAND RAIL BOTH 4 BARS 12"0.C. 3'-0" SIDES, ANCHOR INTO # CONCRETE WALL #4 ®12" 0.C. EW EACH WAY 318 11 ,—p„ 9'-2„ 6'-6„ 2 COATS ASPHALT EMULSION _ — INSTALL PACO PUMP PACKAGE 8» 8" WALL WIDTH = z "PACOFLO 9000 DUPLEX 8" CONCRETE o WITH PRV'S, FOR 100 FT TDH 3'-0" 316 POND � �' & 800 GPM, PER PUMP" 3'-8" _ BOTTOM SLAB o j 8 FLOOR DRAIN 315.5 INTAKE Lo INCLUDES: TO SUMP PUMP 1.) PACO MONITOR 4"J DRAIN FLOOR 4" SLAB W/ 6X6X1OX10 WWF 1 5 2 p 2.) PRESSURE REGULATING 'p Q_ FOOTING - '� & CHECK VALVE SLOPE SLOPE • SLOPE_ SLOPE 2'-0" FOOTING WIDTH 314.0 FLOOR ELEV. 314 12'-1» o WIDTH 3.) ISOLATION VALVE - ° o 4.) CONTROL PANEL 1 4 TYP. ° o ° ( )# ° 10" I I, \_2" COMPACTED SAND 10" TO 8'=� #4 BAR 2'-0 I 6 M/L V/SQUEEN 10' 1'_2�� 4" PERF DRAIN PIPE RM POND. 1 1/2" PVC I REDUCER ® 18 O.C. — _ J` I 4" GRAVEL DO NOT CONNECT DISCHARGE TO 0OO FLOOR RECIRCULATE FLOOR L L = _ = J 3 DRAIN. TO FIRE POND I — DRAIN — 4"0 PVC SUMP TYPE Puce PUMP HOUSE SECTION SUMP 4- MAIN ELECTRICAL PUM PANEL SCALE: 1/2"=1' d � lsoo eru _ 2'-0" ELECTRIC HEATER SUMP PUMP AREA — Nt (MAX. TEMP. SETTING 0s5'F) CB TYPE IL W/ THE DESIGN CONFORMS TO THE 1997 UNIFORM BUILDING CODE (UBC) STANDARD GRATE AS ADOPTED BY MASON COUNTY THE FOLLOWING ARE USED FOR I ADDITIONAL AMERICANCCONCRETE INSTITUTE BUILDING CODE AC/ 318 95 2) ANSI/AF&PA NDS-1997 — DESIGN SPECIFICATIONS L— — — — FOR WOOD CONSTRUCTION F " MATERIALS: 2'0" 8 4'X6'-B" SOLID CORE IOR METAL DOOR SAWN LUMBER: JOISTS AND POSTS & TIMBERS=#2 DOUGLAS FIR Q D O LARCH OR BETTER FLOOR DRAIN REINFORCING STEEL = GRADE 60—* FY = 60 KSI—ASTM A615 s TYPE IL CA TCH BASIN 6" I 410,11 ,p» BOLTS (EXCEPT ANCHOR BOLTS) — A.STM A325 2 �. " 4'-6" 6" ANCHOR BOLTS — ASTM J07 CONCRETE. 28 DAY COMPRESSION STRENGTH = 2500 PSI 22OV,, 10 SOIL: ALLOWABLE SOIL BEARING 1'-6" I --► COMPACTED STRUCTURAL FILL — USE 2000 PSF 6'� 2 �' FRAME MAT�BE CAST INTO THE TOP UNIT OR SUCTION STEPPED FOOTING PIPE CL DESIGN CRITERIA: PLACED OVER THE OPENING. NOTE: WIND EXP C, 8OMPH, I=1.00 SNOW LOAD 30 PSF PACO PUMP PACKAGE STATION ,. I SEISMIC ZONE 3, I=1.00 WEIGHS APPROXIMATELY 4000 LBS. Z DISCHARGE INSTALL W/ BOOM TRUCK PRIOR I o I PIPE TO INSTALLING ROOF. p 2" GALV PIPE16 HAND RAILS PUMP CONTROL I AVAILABLE /N 6" OR EXTENSIONS." HEIGHTS. BOTH SIDES PANEL A TION PLAN I I ,� I 8' FLOURESCENT FOUND LIGHT (2 REQ'D) SCALE.• 1/2"=1' ►A �s• _40" — � - - I 36" N SUMP I BASE SECTION. PUMP I MAIN ELECTRICAL 200V, 10PANEL HAS KNOCKOUT SECTIONS TO ACCOMMODATE 18" ON ALL 4 S/DES. DOUBLE PLUG (TYP) o LIGHT & SOUND ALARM LIGHT ON PHOTO CELL LIGHTING & ELECTRICAL PLAN SCALE. 1/2"=l' �� L. 0 ACAD RLE: 5089-6PUMP-HOUSE-PLAN REVISED ���� of Aasgt�c�© SCALE: AS SHOWN REVISIONS BY DATE ''` �� = ^;A6 FO MR. ROBER T DRESSES 121151,99 DESIGNED NLO 12/99 k�, N,L,Oi$on&Associates,lnc X PUMP HOUSE PLAN DATE: NO. DATE BY DESCRIPTION I� NORTH MASON FIBER CO. DRAWING NUMBER 1 2/2/00 NLO REVISED TO ACCOMODATE PUMP SYSTEM PACKAGE. DRAWN RBM 12/99 Engineering, Planning and Surveyirrg �o "� 14098 w� NORTH MASON FIBER COMPANY P. O. BOX 275 (NE 43I LOG YARD ROAD) 995089- 2 2/14/00 NLO REVISED PER MASON COUNTY PERMIT ASSISTANCE CENTER DATED 2/2/00. CHECKED NLO 72/99 (360) 876-2284 OIONALE Gt PORTION OF (NEST 1700 FT., N1 2, NE1 4, SECTION 21, T23N, R1 W, � / / BELFAIR, WA. 98528 402427 APPROVED 130'0IMASON COUNTY, WASHINGTON 360 884-2206 HM. 360 275-0228 OFFICEACCEPTED 2453 Bethel Avenue, P.O. Box 637, Port Orchard, WA 98366 ( ) ( ) EXPIRES 12/5/Ot � RBM 2 ?4 00 JOB N0: 5089-99 SHEET 6 OF 15 ............. .......... ................... ......... ......... ........ ........... ....... ....... ....... ..........C .............. ............. ....... .. ..... ...... . ......... ................... ......... ... ............ .............. ... ........ ...... ................... ................... ......... .................. ................ :EXISTING GROUND ................... ....................................... ................... ....... .......... ........... ....... ......... ........... ....... ............. ................... ................... 330:................... ...... ............... ............ . . .. ........... ........ ........ ........... ........... .......... DETAIL A 6' HIGH' CHAIN j\//j�� LINK FENCE 325 :................... ...... ................... ...... ....... ............. .............................. ........ ................... ....... ........... . ............... ............. ................... .......... ....... ..... ................. . ......... ... ............ ................... ................... ............ ........... ...... .......... ........6"t...... 61 4' 5' 5 —7 /\\\/// PROPOSED: GRADE TOP OF BERM, EL=321.0 TOP OF BERM 1 /Z TOP OF POND BERM EL=321.0' ............ .............. ..... ..... ......................... ........... ....... .... ........................................ ................. ................... ... ............... ................... ................... 320:................... ......... ............ ........ EL=320.0' X 6- 15': BERM POND BOTTOM EL=316*0 RETENTION POND ................................. ................... ................... ........... ....... ................ ....................................... ................... ................... ........... 315 :................... ......... ........ .............. ..........*......*­...... ......... (SEE DETAIL-: ON SHEET 8 OF 15 X� X� X COMPACTED TO 95% MAXIMUM DENSITY 310:....................................... ........................................................... ................... ...................... ..................................................... ................ ............................................. ..... ............. ......... ............................. ................... ................... ........................................................... ................... ................... .................................... 26' SECTION fA ff ................. ............ .............. . .................... ....... ...... ................... ................... ................... ................... ....................................... ............ ... ................... ..... ........ .... ................ .. . ....... ......... ................... ... ............... ................... ................... ................... ................... ................... ................... ................... CLM 330: .................. ......... ....................................... ........... ....... ................... ....... ....... ................... ...... ............... ......... ......... . ... ........a ....... ...... . ....... ..................... .................. ........ ................... ...... ....... ................... ........ ........ ....... .......................... ol -7 .... .......... ................... ..........aw........ ........ ................... ................. 325:................... .............. ......... . ....... ...... ................... ................... ........ ................ ........ ....... .. ......... ......... ........ ................... ........ . ..... :1,53........ ...... ......... IX 15': lo BERM 51 EXISTING GROUND BERM PROPOSED GRADE 5 ti TOP OF BERM TOP OF BERM EL=321.0' EL=321.0' .......... ............... ............... ................. ..... ............ ...... ........ ........... ... .....320 :................... ....... ............ ............ ......... ....... ..... ........... .............. ................... .... ... ................... ............ ...... 6�- /X POND :BOTTOM EL=31:6.0 .. . ........ .......... ........... ........... ...... 315:................... ...................... ........... ...... ............ ............. ...... ...... % ................... ................... ......... /\<x COMPACTED TO 95% MAXIMUM DENSITY 50' 310 :........................................................... ................... ................... ....................................... ................... ................... ........................................................... ................... ................... ....................... ................................... ...................................................................................... ........................... ................... ................... 100, SECTION rrp, ff SCALE HORIZONTAL, ]'�--5' 51 POND GRADE @ VERTICAL I ff—I 0 f 7 TOP OF ASPHALT SURFACING ro..A r///,///v,11111111111111z 6.- 2" COMPACTED DEPTH ASPHALT CONCRETE CLASS G 3*" COMPACTED DEPTH CRUSHED SURFACING TOP COURSE DETAIL A_ SCALE 1`--2' 0 OF ACAD RLE:5089-5F7RE-CON7ROL-POND-SYSTEM-SEC77ONS&OETAILS BY DATE POND SYSTEMSFIR: SCALE: AS SHOWN ECT ,ON S & DETAIREVISIONS Ak L S(A) FIRE CONTROLMR. ROBERT DRESSEL NO. DATE BY DESCRIPTION DESIGNED NL0 12 9 LZ]jN.L.01son&Associates,1nc. NORTH MASON FIBER CO. DATE: 1211"511,99 DRAWN RBm 121,99 Engineering, Planning and Surveying NORTH MASON FIBER COMPANY DRAWING NUMBER CHECKED NLO 12199 ISTS P. O. BOX 275 (NE 4J1 LOG YARD ROAD) 995089- APPROVED — (360) 876-2284 98366 10NAL PORTION OF WEST 1700 FT, N112, NEIA SECTION 21, T2 JN, R I W. BELFAIR, W4. 98528 402426 X ACCEPTED 2453 Bethel Avenue, P.O. Box 637, Port Orchard, WA MASON COUNTY, WASHINGTON (J60)884-2206 Hlvf. (360)275-0228 OFFICE (RBY 12115199) JOB NO: 5089-99 SHEET 5 OF 15 ® �e G STANDARD FIRE HYDRANT ASSY. 8" GV. (FLxMJ) Scale. 1 = 50 _X. ._ J 1 1r DATUM NEW EDGE OF EW E-DGE OF PAVEMENT PAVEMENT 'T \4 Assumed 00 \ J j = y NEW PAVEMENT AREA NEW PAVEMENT AREA t 1r� r C /r `+ A` EW EDGE OF PAVEMENT f EX. 2_ FVC UTILITIES RISER BIOFILTRATION „ SWA ,B, y; RETENTION LE N � SUCTION LINE t�ND 'B N ` L -- 22 2 ELBOW MJ _ EX. UTILITIES. VAULT—,, THRUST BLOCKING 40 LF CL 52 D.I TIE ' V ,L S _ LO (SEE _ DETAIL.,,BELOW) - - -.:. T X W L P 'CONNECT 2 PVC r \ 1 r ' 1 W yyI I f I C + N FIRE coNTROL EX. HOSE BIB 8" TEE (FLxFI_xFL) STORAGE 7 2 GV FLxFL 'POND 'A' `S� „ "� �� - z�i (F MJ) PUMP HOUSE IF RETENTION POND 'B' �>> (SEE DETAILS ON Q 50 LF 8„ D.I. _ 3 ' --�` FOREBAY CELL E T 6 ... _ � E OF � SHEET 15) � `- A 30 LF— 8 D.I. ---------------- ;. 2 b PVC WL : I N - - 8" 90' ELBOW MJxMJ TYP. JxMJxFL) GFti l � 8 TEC (M � WITH THRUST BLOCK HYDRANT ASSEMBLY (TYP.) 8" „ a � 8 GV (MJxMJ) BENCH MARK LF— 8' D.I. 27 8"� " CAP (MJ) ELEVATION = 322.75 40' 5 LF D.I.D I - W/ THRUST BLOCK 50d SPIKE SET 1.5' UP RETENTION POND 'A' 8>, TEE (F-LxFLxF L) 30 POWER (TYP.) SECOND CELL: IN NORTH FACE Or _ r 8 GV (FLxFL) , •• , 6 HIGH CHAIN Y LUMINAIRE. _f c 2 8" ADAPTORS(FLxMJ) \ p ( ) EX. EDGE OF A.C. PAVEMENT ,r LINK E FENC �2 7 0 LF— 8"0 D.I. - - �a. F .,... a RETENTION POND 'A' ~ A ,.w•a OREBAY CELL8„ T ) F F GV (PELF -.. F a � 8 xLxL . _. . x L)F APT ' STANDARD FIRE HYDRANT ASSY (TYP.) "—PROPOSED EDGE OF PAVEMENT BIOFILTRATION SWALE 'A' 8" GV. (FLxMJ) STANDARD FIRE HYDRANT ASSY. 3' — — — — — — — — — — ^---� _ - Legend EX. A.C. PAVEMENT AREA - = EXISTING GROUND CONTOUR (1' INTERVALS). EXISTING RAILROAD TRACKS. 3 —4' - - EXISTING FENCE LINE. PLAN '.; `, f r ,�. 1 EXISTING TREE LINE. P -- PROPOSED 30 POWER POND BOTTOM EL=31 6.0' ---_'�-�"=- ?�` a I L S-8" 1 I I 10" D.I. WATER PIPE I CL. 52—FLANGED CONNECTION L - - - - - � TYPE 1L CB SECTION SUCTION LINE DETAIL --..-- SCALE-• 1"--2' N L. nn OF WA REVISIONS ACAD FlLE: 5089-4FIRE_C0N7ROLSY57EM_PLAN REVISIONS BY DATE y � r� FOR: SCALE: AS SHOWN NO. DATE BY DESCRIPTION DESIGNED DJC 72/99 '. -�� �. =7. FIDE CONTROL SYSTEM PLAN MR. ROBERT DRESSEL DATE: 12115199 �. J f�.L.01son&AS�oci ates,lnc. .. : :�- �,� 1 2/2/00 NLO REVISED TO ACCOMODATE PUMP SYSTEM PACKAGE. DRAWN TJA 12/99 Engineering, Planning and Surveyirrg ' 4 NORTH' MASON FIBER COMPANY NORTH MASON FIBER CO. DRAWING NUMBER CHECKED NLO 12/99 �0,� EGISTST' �' P. �). BOX 275 995089— (360) 876-2284 �'S%XAL 06% PORTION OF THE (NEST 1700 FT, N1/2, NE1/4, SECTION 21, 523N, R1 W, BELFAIR, WA. 98528 APPROVED MASON COUNTY, WASHING TON 402425 ACCEPTED 2453 Bethel Avenue, P.O. Box 637, Port Orchard, WA 98366 E*( RES ,z�5/o, I (360)884-2206 HM. (360)275-0228 OFFICE SHEET 4 OF 15 RBM 2 4 00 JOB NO: 5089-99 Water lid tabs will point CONCRETE GUARD P POST PAINTED WITH 2" OPEN PATTERN in the direction of water BLUE ENAMEL PAINT RETURN BEND �--� water main. 2' BEEHIVE WATER \ � STRAINER BANDING STRAP CONCRETE METER BOX Kt �� FOG-TITE METER SEAL Finished Trace Wire to extend #2 17" x 28" (OR Pavement 12 above finished grade. 2' GALVANIZED IRON EQUIVALENT) Grade N PIPE, FIELD LOCATE DIFFERENT SIZES I 00 PROPORTIONATE TO INSTALL BERM OR A/V SIZE SLOPE FINISHED GRADE TO DIVERT SURFACE WATER FROM ENTERING THE UNIT NOTE: Contractors re required.................................................................................. IJ / a qul ed to meet all \ P Y Washington State D.O.T. Standards and I II � � �\ \� \� \ \ �\�ON Kitsa Count Standards for Trench and CUT OPENINGS AS �\ ,�\ \ \ \ ���� \• \��� j\ Asphalt Surfacing. ao REQUIRED, GROUT �a AROUND PIPE SAWCUT EDGES TACK JOINT (TYP.) AIR AND VACUUM VALVE Top Section 1" - APCO MODEL 143C PIPE DIAMETER + 24" EXISTING PAVEMENT PIPE DIAMETER + 24" GENERAL NOTES 2' - APCO MODEL 145C 2" X 2" X 2" TEE OR APPROVED EQUIVALENT OR 2" X 2" X 1" TEE GALVANIZED BRASS 2 HOT MIX ASPHALT � ._ �_�.., , u SEATED UNION Cast 2' CRUSHED SURFACING ALL WORKMA NSHI P & MA TERI A L S SHA L L cCo Iron ;. Extension Place GALVANIZED IRON GATE VALVE, THREADED BRONZE, COMPACT ALL BACKFlLL TO MIN 95X PER ASTM D-698 MAX. DEN. * !' •' Only PIPE TO FIT RED WHITE, OR EQUIVALENT , BE IN CONFORMANCE WITH THE LA TEST If Necessary I z I Z CORPORATION STOP '` WARNING TAPE REVISION OF A W WA STANDARDS. A Valve Operator MUELLER H-10013. OR Extension Is Required I 2" GALVANIZED IRON EQUIVALENT M fO If Over 6' Dee I PIPE 18" LONG CAP WITH 1/8- Base Section DRAIN HOLE - i. 14 Gage Valve WASHED GRAVEL Trace Wire PASSING 1 1/2" AND ; ... . . . . . . . . .� . . . . . . . . . . . . . . . . . CLASS F BEDDING L. 50 D.I. RETAINED ON 1/4" CL. 50 D.I. . . . . . . . MESH . . . . . . . . . . . . . . . NO LIFT SHALL EXCEED 10" LOOSE BACK FILL AROUND PIPE IN TWO LIFTS V 28 GALVANIZED BRASS 2 - 90' ELBOWSNK:DETECTOR WIRE SEATED UNION DETECTOR WIRE LET IN BELLS OR PROVIDE MINIMUM SLOPE 1% 2' BEDDING BELOW PIPE 2 - 90' ELBOWS NO HUMPS OR DIPS ALONG SHOULDER WITHIN PAVING SWING JOINT SERVICE SADDLE GALVANIZED IRON 1' ASSEMBLY - SINGLE STRAP, ROMAC 101 S PIPE TO FIT 2" ASSEMBLY - DOUBLE STRAP, SMITH-BLAIR 313 NOTE: TYPICAL TRENCH DETAIL Valve Box by Olympic NOTE: Foundry, or approved Equivalent. AIR & VACUUM VALVE ASSEMBLY MUST BE INSTALLED AT HIGHEST POINT OF LINE. IF HIGH POINT FALLS IN A LOCATION WHERE ASSEMBLY CANNOT NOT TO SCALE BE INSTALLED, PROVIDE ADDITIONAL DEPTH OF LINE TO CREATE HIGH POINT Air and Air—Vacuum AT A LOCATION WHERE ASSEMBLY CAN BE INSTALLED. ALL PIPE AND FIT- Relief Valve Assembly VALVE BOX TINGS TO BE GALVANIZED IRON. AIR & AIR VACUUM PAVED ROADWAY NOT TO SCALE RELIEF VALVE A SSEMBL Y NOT TO SCALE 12' Poured in Place Concrete Against 2 1/2"Rxeducer Reducer O O Undisturbed Soil R Cast Iron 0 ............................................................... with FLx2 MJ ............................................................... Water lid tabs will point 2 1/2" Brass Fire Cap with Chain in the direction of MJ MJ F MJ Cone. Blocking Cast in Place �- water main. B #4 Reinforsed' Hoop ® Blind 2 - 3/4" Galy. Shachle Rods N WATER A / M / A Flange MJ Cap/Top (Threaded) Concrete Guard Post as Required Auxillary ExistingPLM 41 Gate Valve 3/4" Nut Washer Locator Wire 7 Grade Trace Wire to extend �e Blind / (Unpaved) 12" above finished grade. ^�� ;,�pi�° 7 3/4" Galy. Shachle Rod Paint Barrel and 00 OFI a n g e Top as per Kitsap Q 90' Bend Tee I County Ordinance No. 96 Thrust Block Capped Cross #4 Bar Through Hole race Wire To Extend ' 12" Above Finished Grade In 4" IPlate Taped To Pipe. PlugB Blind Flange Or Smaller Conc. Blocking Cast in Place Trace Wire To 5 1 4" Manual Opening Fire I / p g Size Pipe Tie—Back Blocking Note: #4 Shachle Extend 12" Above Hydrant. NST Thread with Rods Required Finished Grade 1 - 4 1/2A Pumper Port and C 2 - 2 1/2 Hose Connection C C Ports. Mueller, Iowa or Equivalent Min. Bearing Area Against Undisturbed Soil Concrete Ring _ _ Concrete Ory y AAds q A � \\i\/ \y\� g Square Feet \\i i\�\\ i�i\�\\��\�\i\y\\ \ ? Needed Pumper Port to Face Pipe \\�\�\\i \yam\�\ \�\\\ M P I Road with Storz Adapter Size A(ft.2) B(ft.2) C(ft.2) D(ft.2) E(ft.2) � � \ 2" Corporation Stop Tee 4' 3 1 1 1 1 i��\� \�� I.P.S. Mueller H-10013, 6' 4 4 2 1 1 2" Galvanized ��\�\\ ' or Equivalent Top Section : i\ \ q 45 Bend \�\ c Two Piece Cast Iron 8" 7 6 4 2 1 Iron Pipe Cast ° Valve, Box, Olympic Cross 12' 16 14 9 5 3 i\/\\ /\� Iron Galvanized asc 01 m is \\ \\� Iron Pipe as Extension Place Iron c Foundry, q Notes: i\ \ O Found or Equivalent B v�\\ �\� Required On ro (See Detail 3A & 3B) g If Necessary Only M 36" Min \� 1. Bearing area of concrete thrust-block based on 2" 90' Galvanized \\% \ 00 200 psi pressure and save soil bearing load of Iron Elbow with 1/4' i\ 24" MIN Bedded Sand A Valve Operator I , 2,000 pounds per square foot. Drilled Drain Hole \\ _ Extension Is Required I _ Trace Wire_ _ If Over 6' Deep I Cap 2. Areas must be adjusted for other pipe sizes, Base Section " 22 2� - ' Bend pressures and soil conditions. 6" Gate Valve 3. Concrete blocking shall be cast in place and 16 Gage Valve 2 3/4 Shackle MJxFL Joint E have a minimum of 1/4 square foot bearing Trace Wire against the fitting. Plastic or re Trust Block Rods Thrust Block Tar Paper 1/4 Cubic Yard 2 — 1 O Rods 4. Block shall bear against fittings only and shall Drain Gravel be clear of joints to Poured in Place � _Trace Wire ) permit taking up or Concrete. Do Not Gate Valve dismantling of joint. "1/4 Cubic Yard of 1 1 2 / / 2" Gate Valve, Threaded Full Circle, Double Strop Disturb Drain Hole 11 O Note: As required by Engineer. 5. Contractor shall install blocking adequate to Drain Rock to Permit Free Non-Rising Stem with Saddle, Smith-Blair 313 �4 Bend withstand operation pressure under all conditions Drainage of Blow-Off Square Nut or Equivalent Concrete Blocking of service. covered with fabric to Plastic or '` protect against soil Tar Paper infiltration Solid C9 ncrete NOTE: Bearing Block '.'• r MJ Connection Water Main 2" SLOW-OFF A SSEMBL Y Valve Box by Olympic Minimum Size 1/4 Cubic Yard Concrete Bearing Foundry, or Equivalent 8" x 16" x 4" Coarse Gravel Block BO T TOM CONNECTION �I�r or Cashed Rock CONCRETE THRUST BLOCKING VALVE BO (3' to ,/8") NOT TO SCALE NOT TO SCALE UNPA VED R OA DWAY APPROVED FOR NOT TO SCALE CONSTRUC FIRE HYDRANT ASSEMBLY ION NOT TO SCALE NN L. p pF 'WASH f ACAD FILE: 5089-14WA7ER SY57EM_DETAILS&VO7ES - REVISIONS � t� p. O S BY DATE � ��" WA TER SYSTEM DETAIL �X N TES FOR: SCALE: AS SHOWNMR N0. DATE BY DESCRIPTION DESIGNED DJC 12/99 ��, N,L.Olson&Associ ates,lnc. . ROBER T DRESSEL NORTH MASON FIBER' COMPANY NORTH MASON FIBER CO. DATE: 12/15/99 DRAWN RBM 12/99 Engineering, Planning and Surveying 98 DRAWING NUMBER CHECKED N�o 12/99 (360) 876-2284 sS1GISTEE �a�w PORTION OF WEST 1700 FT, N1/2, NE1/4, SECTION 21, T25N, R1 W, P. O. BOX 275 (NE 431 LOG YARD ROAD 995089— APPROVED NAL MASON COUNTY BELFAIR, WA. 98528 2453 Bethel Avenue, P.O. Box 637, Port Orchard, WA 98366 ACCEPTED EXPIRE512/5/Ot ( (, WASH/NGTON 360 884-2206 HM. 360)275-0228 OFFICE 4024.35 SHEET 14 0F 15 RBM 12 99 JOB NO: 5089-99