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Home My WebLink AboutPlan, Tentative APPLICANT 2/14/2008 :. o --......... "'YDEN 8RIOGE .RO ~J>>!_M . i J~ "- WATER FILTRATION PLANT '-- 't; Ii l- ~ ~RI) V ~ I-105/HWY ._~. c::::i r::=:s a ~ "!pRlNGF"JD..D'. ,. ~ AlltMJWl D"b~' . ---~~~...."~.,-,-,~-,-.-.~~_.._".; I,~: I I t I ~ h ~} SPRINGFIELQ' 1 ......""."!- .1 EUGEN~. ttWrUT /---_.... . r'~-; -r -==:..., ; ~," ~! ,----. ~ r JASPER ROAD RNER ~ ~A~ ~~ ~< ~~ 8~ -0 eo.... ~~ -.0_ --.0 ('l_ ,('l ~o.: - C") C)o. - ~~ Ck:< u..Ck: .. u.. &1.. 1=63 0> ....J< D- '" OCA' · 0\ VA.J .~ . NORTH ~./ NO SCALE 0) ~O) ~~ ..'" .,...~ ~Q' EXP. DATE: 12/31/2008j ~::> A\S .J~O::>OS-) -0 < ::> ~ 0,--, :- C' · A '-J V . . \ C' WA .~'& ~OA ~ J I~ ) \ v Date Received: FEB1 42008 Original. Submittal "A'V - .",.~. ",' .J " .~ ) .".", r'\ \ .IV W/,\'" .) \ 7009 TEL (503) 691J-7556 FAX (503) 697-3699 9400 SW BflRNES RONJ. SUITE 200 PORTLAND, OREGON 97225 TEL (503) 297-1631 FftX (503) 297-5429 " ^" ,,- J ' \1'". J\ } A\ ) 'A\ X)A\S :.W:.3 ~~O\-rEC-)- \0. 29 / ~ 0 3&V J~O\' :.C':'~~, \0. -- /.7/.89' ... 8\ WARNING o ' l;r' 1 ,,- IF' THIS BAR DOES NOT MEASuRE 1" THEN DRAWING IS ' INFORMATION SHOWN IS FOR EWEB use ONLY AND IS NOT WARRANfED TO BE ACCURATE FOR UNINTENDED PURPOSES. NOT TO SCALE ' CHK APP "SCALE: AS NUlw FUNC BY DES JM. W A. TER SYSTEMS HA YDt:N BRIDGE WATER FilTRATION PLANT' 2009 PLANT EXPANSION COVER SHEET ANP'lOCA liON MAP nnI BLACK 1& VEATCH a:r.t.. Building a wOl'ld of difference- 4800 MEADOWS ROAD, SUITE 200 Black & Veatch Corporation LAKE OSWEGO, OREGON 97035 PortIIind. Oregan . ." . CONSULTING 920 COUNTRY CLUB RONJ. SUITE 1008 " TEl (541) 683-6090 "~ENGINEERS EUGENE, OREGON 97401 FAX (541) 683-6576 BR HWG: OWN B&V ' RLF JMl_ SPONSOR DATE: 02-2008 , EuGENE WATER & 8.ECTRIC 80ARD - EUGENE. OREGON ,REV DATE ,BY' CHK APP, OWGNO REV o ': D-3126,7 ~G 1- SH 1 OF 186 :::, {.. ~l1 -"" 1-- L-lo0 ~ " .' ~ THIS "11:,{f IS RED THEN THIS IS AN ORIGINAL PLOT.. " PRGzD6f- OoOl.5 ~e.e 'bt:t-L(~Gy .?~~(\ t.we0 ()+&~ ,:S 0) coO:>> ~~ ....'" -,-~ ~Ci ~~ << ~r-.. ro~ 6!~ Ii ~- N~ ,C'l 8)0: - C") 0.._ "'lto.. ~~ .. u.. fD.. t=fiJ 9~ D- '" INDEX OF DRAWII\JGS ~ TITLE GENERAL : G 1 COVER SHEET AND LOCATION MAP! G2 INDEX OF DRAWINGS AND AREA DESIGNATIONS G3 GENERAL LEGEND ' G4 GENERAL ABBREVIATIONS G5 GENERAL NOTES G6 PlANT HYDRAUUC PROFILE CIVIL Cl OVERALL SITE PlAN & SURVEY CONTROL C2 SITE ERO$ION CONTROL PLAN C4 SITE PlAN 1 C7 SITE PlAN 2 C10 SITE PlAN 3 C 13 CIVIL DEMOLITION PLANS 1 C 16 CIVIL DEMOLITION PLANS 2 : C 19 EQ TANK SITE GRADING AND DRAI~GE PLAN C22 SURFACE RESTORATION PLAN : C25 CIVIL PIPE PROFILES 1 { C28 CIVIL PIPE PROFILES 2 C31 CIVIL PIPE PROFILES 3 C34 ACCESS MANWAY AND FLOW METE~ VAULTS C35 RAW. WATER CHEMICAL FEED AND ~MPlING SCHEMATIC C37 CIVIL DETAILS 1 i C40 CNILDET~LS 2 C43 CIVIL DETAILS ~i C44 FENCING DETAILS C45 CIVil DETAILS 4- I Cl00 CHEMICAL INJECTION VAULT PlAN.: SECTION. AND DETAILS C 103 CHEMICAL TRUCK UNLOADING PAD; SECTIONS AND DETAILS C400 FILTER GALLERY ACCESS RAMP PlAN C403 FILTER GALLER'\" ACCESS RAMP 5E:CTlON5 C500 EO STORAGE TANK SECTION AND ~LAN S I t<UCTURAL 51 GENERAL NOTES 1 52 GENERAL NOTES 2 53 FOUNDATION DATA 1 54 FOUNDATION DATA 2 S5 STANDARD CONCRt.lt. DETAILS 1 56 STANDARD CONCRt.' t. DETAILS 2 S7 STANDARD CONCRETE DETAILS 3 S8 PIPE PENt.IKATION 59 STANDARD' STEEL DETAILS S10 STANDARD MISC DETAILS 1 Sll STANDARD MIse DETAILS 2 512 STANDARD Mt5C: DETAILS 3 S13 STANDARD MISC DETAILS 4, 5200 COAGULANT BUILDING FOUNDATION \ PLAN S201 COAGULANT BUILDING flOOR PLAN: 5202 COAGULANT BUILDING ROOF PLAN i . S203 COAGULANT BUILDING ELEVATIONS ~ 5204 COAGULANT BUILDING SECTIONS ~ S205 COAGULANT BUILDING FOUNDATIONi.OETAlLS S206 COAGULANT BUILDING GENERAL BUILDING DETAILS - 1 S207 COAGULANT BUILDING GENERAL BUILDING DETAILS - 2 S208 COAGULANT BUILDING WALL AND ROOF DETAILS 5209 FLOOR DRAIN DETAILS ' S210 LOUVER AND DOOR DETAILS S211 COAGULANT BUILDING STAIR DETAllLS S212 SCHEDULES 5300 CONTACT BASIN SUBORAINS AND DRAINS 5301 CONTACT BASIN LOWER FLOOR PLAN 5302 CONTACT BASIN JOINT AND POUR: PLAN 5303 CONTACT BASIN UPPER PLAN S304 CONTACT BASIN SECTIONS 5305 RAW WATER CHANNEL S306 CONTACT BASIN WALL SECTION 5307 CONTACT BASIN BAFflE WALL S308 SETTLED WATER CHANNEL 5309 NORTH RISER BOX S310 CONTACT BASIN DEMOLITION DETAILS S311 CONTACT BASIN WALKWAY : 5312 CONTACT BASIN STAIRS S313 CONTACT BASIN STAIR DETAILS 1 5314 CONTACT BASIN STAIR DETAILS 2 ~ S315 CONTACT BASIN WALKWAY OPENING DETAILS 5316 CONTACT BASIN STOP LOG DETAlL$ S317 CONTACT BASIN DETAILS ! S318 NORTHWEST CONTACT BASIN CORNER DETAILS - 1 S319 NORTHWEST CONTACT BASIN CORf\(ER DETAILS - 2 5320 NORTHEAST CONTACT BASIN CORN~R DETAILS, S321 CONTACT BASIN BUTTRESS DETAILS 5322 CONTACT BASIN NO. 1jCONTACT f$ASIN NO. 2 INTERTIE S323 EXISTING SOUTH RISER BOX $430 FLUME WALL DETAILS 5431 CLEARWELL WALL PENt.IKATION ; 5432 CLEARWELL BYPASS PIPE GALLERY. WEST WALL . PENt. I t<ATION S433 CLEARWELL BYPASS PIPE GALLERY WEST WALL PENETRATION S434 HOOD PLUG . S435 UPPER PIPE SUPPORT S440 RAMP FLOOR PLAN 5441 RAMP SECTIONS : S450 ALTER POUR AND FOUNDATION Pt;.N S451 FILTER LOWER PlAN ' S452 FILTER "UPPER PlAN S453 FILTER SECTIONS 1 5454 FILTER SECTIONS 2 S455 ALTER ELEVATION &. SECTION S456 FILTER SECTIONS &. DETAILS S457 FILTER DETAILS 1 S458 FILTER DETAILS 2 - 1 - 2 SECT10N, 6NP DOAlL..DE:SIGNAT10NS DRAWING FROM WHICH DETAIL IS TAKEN DRAWING WHERE DETAIL APPEARS' DRAWING FROM WHICH SECTION IS TAKEN ..... .~DRAWlNG WHERE ~SECTION APPEARS . Y. pWG TIRE MECHANICAL M1 STANDARD MECHANICAL DETAILS 1 M2 STANDARD MECHANICAL DETAILS 2 M 1 00 SODIUM HYDROXIDE AND CHLORINE PIPING CONNECTIONS M 1 09 FILTER AID POLYMER SYSTEM PLAN M112 FILTER AID POLYMER SUPPLY TO FILTERS N7 AND N8 M200 ALUM PUMPS PIPING SCHEMATIC M201ALUM PUMPS PIPING SCHEMATIC M203 ALUM SYSTEM PIPING PLAN M206 ALUM SYSTEM PIPING SECTIONS M215 ALUM INJECTION AT RISER BOX DETAILS M218 HVAC!PLUMBING LEGEND. ABBREVIATIONS. AND GENERAL NOTES M224 HVAC COAGULANT BUILDING PlAN M230 HVAC DETAILS. SCHEDULES, AND SEQUENCE OF OPERATIONS M239 PLUMBING COAGULANT BUILDING PLAN M243 PLUMBING DETAILS AND SCHEDULES M300 CONTACT BASIN MECHANICAL M400 MECHANICAL DEMOLITION IN PIPE GAllERY - 1 OF 2 M40.3 MECHANICAL DEMOLITION IN PIPE GALLERY - 2 OF 2 M406 CB NO. .3 THROUGH FILTERS N7 &. N8 - PIPING PLAN - EL VAR M409 FILTERS N7 &. N8 - PIPING PlAN - EL 600.50 M412 FILTERS N7 &. N8 - PIPING SECTION - 1 OF 2 M415 FILTERS N7 & N8 - PIPING SECTION - 2 OF 2 M418 EXISTING PIPE GAllERY - PIPING PLAN - EL 600.50 - 1 OF 2 M421 EXISTING PIPE GALLERY - PIPING PLAN - EL 600.50 - 2 OF 2 M424 PIPING SECTIONS AND DErAILS - 1 OF 2 M427 PIPING SECTIONS AND DETAILS 7"'" 2 OF 2 M500 FlW PUMP PIPING PLAN M600 BACKWASH PUMP (NORTH) PLAN M603 BACKWASH PUMP PIPING SECTIONS AND DETAILS ELECTRICAL E1 ELECTICAL LEGEND E2 ONE LINE DIAGRAM. SHt.t.1 1 E3 ONE LINE DIAGRAM. SHEET 2 E4 ONE LINE DIAGRAM. SHEET .3 E5 ONE LINE DIAGRAM. SHEET 4 E6 ONE UNE DIAGRAM, SHEET 5 E8 ELECTICAL SITE PLAN E9 RAW WATER MANIFOLD ELECTRICAL PlAN E10 PANELBOARD SCHEDULES Ell PANELBOARD SCHEDULES E12 ELEMENTARY'D~GRAMS E13 .. ELEMENTARY DIAGRAMS E14 ELEMENTARY DIAGRAMS E15 ELEMENTARY D~GRAMS E16 ELEMENTARY DIAGRAMS E17 ELEMENTARY DIAGRAMS E18 CONTROL PANEL LAYOUTS E19 CONTROL PANEL CP06012 LAYOUT E200 COAGULANT BUILDING ELECTRICAL POWER PLAN E201 COAGULANT BUILDING UGHTING PLAN E202 COAGUlANT BUILDING INSTRUMENTATION & CONTROL. PLAN E203 COAGULANT BUILDING DETAILS E300 CONTACT BASIN ELECTRICAL PlAN ' E301 CONTACT BASIN ELECTRICAL DETAILS E302 NORTH AND SOUTH MIXER ELEC PlANS . E401 FILTERS N7 & N8 - ELECTICAL PlAN - EL VAR E402 FILTERS N7 &; ,N8 - ELECTICAL PlAN - EL 600.50 E403 FILTER BUILDING UPPER PLAN - ELECTRICAl E404 FILTER BUILDING DETAilS E405 FILTER BUilDING LIGHTING PLAN, E500 FlW AREA ELECTICAL & INSTRUMENTATION PLAN E501 FTW AREA ELECTICAL DETAILS E502 FTW AREA ElECTICAL DETAILS E600 FILTER BUILDING GALLERY SOUTH- ELECTRICAL PLAN E601 FILTER BUILDING GAllERY CENTER - ELECTRICAl PlAN . E602 FILTER BUILDING GALLERY, NORTH - ELECTRICAL PLAN E604 FILTER BUILDING GALLERY SOUTH OPER LEVEL ELECTRICAL PlAN E605 FILTER BUILDING GALLERY CENTER OPER LEVEL ELECTRICAL PLAN E606 FILTER BUILDING GALLERY NORTH OPER LEVEL ELECTRICAL PLAN E650 TRANSFORMER/SWITCHGEAR B~IILDING LAYOUT E651 TRANSFORMER/SWITCHGEAR BLDG ELEVATION AND DETAIL INSTRUMENTATION Nl P&tD - LEGEND SHEET 1 OF 2 N2 P&ID - LEGEND SHEET 2 OF 2 N.3 P&ID ....: RAW WATER SUPPLY N4 P&ID - ALUM FEED SYSTEM SHEET 1 OF 3 N5 P&ID - ALUM FEED SYSTEM SHEET 2 OF .3 N6 P&ID - ALUM FEED SYSTEM SHEET .3 OF 3 N7 P&ID - FILTER AID POLYMER FEED SYSTEM N8 P&IO - FILTER N7 N9 P&ID - FILTER N8 Nl0 P&ID - FILTER TO WASTE RECYCLE SY~It.M N11 P&ID - FILTER BACKWASH PUMPS N 12 FILTER BUilDING CONTROL NETWORK N 16 PLC64 PANEL LAYOUT & WIRING DIAGRAM N 18 HEAD BUILDING CONTROL NETWORK N19 PLC62 PANEL LAYOUT &; WIRING DIAGRAM N21 COAGULANT BUILDING PANEL LAYOUT N22 COAGULANT BUILDING PANEL WIRING N23 F~TER CONTROL CONSOLES N7AND N8 LAYOUT N24 FILTER CONSOLE PLC WIRING FEB 1 4 2008 . Original Submittal , , DRAWING AND PROCESS AREA' DESIGNAll0N SYSII:.MS, 1. DRAWING ARE SUBDIVIDED BY DISCIPLINE AS FOLLOWS: G GENERAL C CIVIL 'A ARCHITECTURAL 5 STRUCTURAL M MECHANICAL. HEATING, VENTILATION & AIR. CONDITIONING L LANDSCAPING E ELECTRICAL.. N INSTRUM~NT A TlON GENERAL STANDARD SHEET DRAWINGS IN EACH DISCIPLINE ARE NUMBERED t TO 99'-, THE REMAINING DRAWINGS, AND EQUIPMENT, GENERALLY ARE NUMBERED IN ' ACCORDANCE WITH THEIR ASSqCIATED PROCESS AREA AS FOLLOWS: PROCESS AREA. PLAN T SITE AREA & PIPING CHEMICAL FEED COAGULANT BUILDING CON TACT' BASIINS FILTERS. PUMP STATION. &. PIPE GALLERY FILTER TO, WASTE & EQUALIZATION BASIN BACKWASH PUMPS DRAWING NUMBERS., 1- 99 .100....:199' , 200- 299 300-399 400-499 500-599 , 600-699 ~, ' / ~ ~AREAS 1-99, ., ...., . '. 100-1,99. Be 500-599 I ' , I ....", / I --------------- '4/\ LETTER bET All. OR SECTION DETAI_ NAME DRAWING FROM WHICH DETAIL OR SECTION IS TAKEN DRAWING WHERE DETAIL OR SECTION APPEARS WARNING o 1/2- 1 - IF THIS ~ DOES NOT MEASURE 1- THEN DRAWING IS NOT TO SCALE AR:.A DESIGNA -IONS ~ , NORTH NTS'-....J FUNC BY INfORMAnON SHOWN IS FOR eNS USE ONLY AND IS NOT WARRANITED TO BE ACCURATe FOR UNINTENDED PURPOSES. CHK APP' S.CALE: AS NOTED REV DATe lW CHK APP DES. JML WATER SYSTEMS HAYDEN BRIDGE FILTRATION PLANT 2009'PLANT EXPANSION INDEX Of DRAWINGS AND AREA DESIGNATION,~ OWGNO D-31267~G2 ' , 8M2 OF 186 REV " ,.0 BR HWG DWN SlV Rtf J I\!tl ' .~BLACK. VEATCH Bulding a world of differancr 4800 MEADOWS ROAJ, SUITE 200 Black It Veatch Corporation LAKE OSWEGO, OREGON 97035 PordaIuI. Oregoo , TEL (503) ~7556 FAX (503) ~7~3699 SPONSOR DATE: 02-2008 , EUGENE WATER & 8.ECTRIC BOARD - EUGENE. OREGON IF THIS I t:n IS REO,THEN THIS IS AN ORIGINAL PLOT',' 2M {P~(\%6 ~..' ~~ <-)0.. ~~ ~~ 8<'1 &~ e--.~ ~.... ..~ ~~ -to) 0.. .... 1Ct"0.. <'II#" Ck:< u..0/: .. u.. fa.. 1=63 9~ O-C'-' ~~d' ol"'!' , 'I!P'-.:...,....'t~'f;C ----~~ ..en \ \ \ \ \ , " FILTER FABRIC-x[' ,U, SE STI'f,CHED L, OOPS, MA TERIAL OVER 2.x 2" POSTS. , . . SEE NOTE 3 3.MIN - - . . S FROM -________ "io a TOE OF _ -, , SLOPE (0 N ;r f , GENERAL SITE EROSION &; SEDIMENT CONTROL PLAN (ESCP) NOTE;S:. .' 1. THE SITE LOCATION MAP IS SHOWN ON DRAWING G1. GENERAL SITE PERMITTING INFORMATION IS ALSO SHOWN ON DRAWING C2. PROJECT ,WORK IS ENTIRELY, \\IITHIN THE EXISTING PROPERTY LINES OF THE HAYDEN BRIDGE FACILITY. EXISTING AND PROPOSED CONTOUR LINES ARE'SHOWN ON DRAWING C4, C7, AND C10. , ' , 2. FOR CLEARING LIMITS AND'TREE REMOVAL REFER TO DRAWINGS C4, C7,AND Cl0. 3. FLOOR AND OTHER ELEVATION INFORMATION IS SHOWN AS FOlLOWS: Date Received: STRUCTURE DRAWING LOCATlON(S) COAGULANT BUILDING 5200, 5201 FEB t 4 "008 CONTACT BASIN NO .3 5300, 5.301, S306 ' . L ACCESS 'RAMP S440, $441 MEDIA FILTERS N7-N8, S456 Original Submittal FTW TANK AND PUMPS C19 4. EXISTING VEGETATION AND TREES OVER 5 INCHES IN DIAMETER AT BREAST ,HEIGHT ARE SHOWN ON DRAWINGS C4$ C7, AND C10. A SURFACE RESTORATION ,PLAN IS SHOWN ON DRAWING 'C22. 5. THE POND SHOWN ON DRAWING 04 IS' ANi EXISTING SETTLING POND FOR MEDIA .FIL TER BACKWATER WASTE WATER. IT WILL ALSO RETAIN SEDIMENT GENERATED BY CONSTRUCTION, ACTIVITIES ADJACENT TO THE WEST SIDE OF THE, POND., , 6. AN EXISTING CONSTRUCTION EQUIPMENT ACCESS CONNECTING TO HAYDEN BRIDGE, ROAD WILL BE USED BY THE CONTRACTOR. THE' UPPER PORTION OF THIS ROADWAY IS SHOWN ON THE NORTH SIDE OF THE EQUALIZATION TANK ON ,DRAWING C4. 7. CONTAINMENT OF DEBRIS AND GARBAGE; STOCKPILES; AND CONCRETE: WASHOUT SHALL BE PROVIDED BY THE CONTRACTOR IN THE STAGING AREAS. ' 8. CONTRACTOR SHALL PROVIDE HAUL ROUTES AND SCHEDULE,.INFORMA TlON TO THE CITY OF SPRINGFIELD UPON REQUEST BY THE OWNER OR THE CITY. . 9. USDA NRCS SOIL SURVEY DATA SHOWS R~ITNER COBBLY SILTY CLAY lOAN ON THE SITE.. THE . CONSTRUCTION AREA IS AT THE TOP OF A LARGE HILL DETAILED SUBSURFACE SOIL INFORMATION IS SHOWN ON DRAWINGS S3 AND 54. OTY'OF SPRINGFIELD LAND ~ f.)RAINAGE AL.~ATlON PROGRAM (LDAP) STANDARD NOTES: 1. PRIOR TO ANY GROUND DISTURBANCE ON THE SITE ONE INSPECTION WITH LDAP .STAFF ,IS REQUIRED; ISiUANCE OF THIS PLAN DOES NOT ,RELIEVE THE PERMIT. HOLDER' AND .OR THE CONTRACTOR FROM ALL OTHER PERMI. IINIG REQUIREMENTS. PRIOR TO BEGINNING CONSTRUCTION ACTIVITIES, ALL OTHER NECESSARY APPROVALS ,SHALL BE OBTAINED. 2. THE EROSION AND SEDIMENT 'CONTROL MEASURES SHOWN ON' THE PLAN ARE THE MINIMUM REQUIREMENTS FOR ANTICIP A I t.O SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, THESE MEASURES SHALL BE UPGRADED AS NEEDED FOR UNEXPECTED STORM 'EVENTS AND TO' ENSURE' THAT SEDIMENT AND SEDIMENT-LADEN WAIt.K DOES NOT LEAVE THE'SITE. 3. THE IMPLEMENTATION OF THE ESCP AND THE CONSTRUCTION, MAINTENANCE, REPLACEMENT, AND UPGRADING OF THE EROSION ANP SEDIMEINT CONTROL MEASURES IS THE RESPONSIBILITY OF THE PERMIT HOLDER AND OR THE CONTRACTOR UNTIL ALL CONSTRUCTION IS COMPLETED AND ACCEPTED AND VEGETATION / LANDSCAPING IS ESTABLISHED.' , . 4. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL BE CLEARLY flAGGED .IN THE FIELD BY THE ENGINEER PRIOR TO CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO ' DISTURBANCE BEYOND THE FLAGGED CLEARING LIMITS SHALL ,BE PERMIIIt:.D. THE FLAGGING SHALL ' BE MAINTAINED BY THE PERMIT HOLDER AND OR THE CONTRACTOR FOR THE DURATION OF CONSTRUCTION. 5. THE EROSION AND SEDIMENT CONTROL MEASURES ON ACTIVE SHES SHALL BE INSPECTED AND . MAINTAINED DAILY AND WITHIN THE 24 HOURS ,At It:.R ANY STORM EVENT OF GREATER THAN, 0.5 INCHES, OF RAIN PER' 24 HOUR PERIOD. MEASURES SHALL BE INSPECTED BY THE PERMIT HOLDER, AND OR THE CONTRACTOR At-,It:J( EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. ANY REQUIRED REP AIRS OR ADJUSTMENTS SHALL BE MADE IMMEDIATELY. THE EROSION AND SEDIMENT CONTROL MEASURES ON INACTIVE SITES SHALL BE INSPECTED A MINIMUM, OF ONCE EVERY TWO (2) WEEKS OR WITHIN 48 HOURS FOLLOWING A STORM EVENT. 6. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE PROTECTED FROM DAMAGE AT ALL TIMES. CONTROL MEASURES SHALL REMAIIN IN PLACE UNTIL PERMANEN.T RE-VEGETATlON: HAS BEEN STABILIZED. ANY MEASURE THAT IS DAMAGED OR DESTROYED SHALL BE REPAIRED OR REPLACED IMMEDIA TELY. . 7. ANY AREAS OF EXPOSED SOILS. 'INCLUDING, ROADWAY EMBANKMENTS. THAT WILL NOT BE DISTURBED f'~R TWO DAYS DURING THE WET SEASON (OCTOBER 1 TO APRIL .30) OR SEVEN DAYS DURING l~fD~Y SEASON (MAY 1 TO SEPTEMBER 30) SHALL ,BE IMM~DIATELY STABILIZED WITH AN APPROWf) ESe METHOD (SEEDING & MULCHING WITH STRAW, BARK, COMPOST, OR PLASTIC COVERING, ETC..). ' , 8. STREET SWEEPING SHALL BE PERFORMED AS NEEDED OR WHEN DIRECll:.u BY THE CITY INSPECTOR TO INSURE pumuc, RIGHT-OF~WAYS ARE KEPT CLEAN AND FREE OF, DEBRIS.' STREET,.FLUSHING, IS PROHIBITED. . . 9. WHEN TRUCKING SA TURA TED SOILS FROM THE SITE, EITHER WA 11:.1<- TIGHT TRUCKS SHALL BE . USED OR LOADS SHALL BE DRAINED ON SITE UNTIL DRIPPING HAS BEEN 'REDUCED TO NO MORE THAN ONE "GALLON PER HOUR. SEDIMENT'LADEN WATER WILL, NOT BE ALLOWED TO ENTER -THE STORM WA1t1~ SYSTEM. 10.. EXTRAC,t.U GROUND WA Itt< FROM EXCAVA.TED TRENCHES SHALL BE DISPOSED OF IN A surrABLE MANNER WITHOUT DAMAGE TO ADJACENT. PROPERTY, CllYS-STORM WATER SYSTEM~ WATER, , FEATURESt AND RELATED NATURAL RESOURCES. APPROVAL OF A DEWAIt.KING SYSTEM DOES NOT GUARANTEE THAT IT WILL MEET COMPLIANCE OR BE ACCEPTABLE FOR USE IN ALL SITUATIONS~ MODIFICATIONS TO THE DEWATERING SYSTEM WILL BE REQUIRED IF COMPLIANCE CAN NOT BE MET. AT NO TIME WILL SEDIMENT LADEN WATER BE ALLOWED TO LEAVE THE CONSTRUCTION SITE. . 11. A SUPPLY OF MATERIALS NECESSARY TO MEET CO'MPLlANCE AND IMPLEMENT THE LDAP O'R O'THER BEST MANAGEMENT EROSION PRACTICES UNDER ALL WEAlHER CONDITIONS SHALL BE MAINTAINED AT ALL TIMES ON THE CONSTRUCTION SITE. ' , 12. NO HAZARDOUS SUBSTANCES. SUCH AS PAINTS, THINNERS, FUELS AND OTHER CHEMICALS SHALL BE RELEASED ONTO' THE SITE, ADJACENT PROPERTIES, OR 'INTO WATER FEATURES, THE CITY'S STORM WATER SYSTEM, OR RELATED NATlURAl RESOURCES. ' 13. THE ESC FACiUTlES SHALL BE INSPECTED DAILY BY THE CONTRACTOR AND MAINTAINED TO ENSURE CONTINUED PROPER 'FU"NCTlONING. WRltlt.N RECORPS SHALL,aE KEPT 'OF,.WEEKlY REVIEWS OF THE E59 FACIUTlES DURING lHE 'WET SEASON (OCTOBER 1 TO APRIL 30) AND OF . MONTHLY REVIEWS DURING THE DRY' SEASON (MAY1 TO SEPTEMBER 30). \ \ , \ \ c:, ~ \ \ \ \ \ g,i~ 8~i 3 ~-=.t I ' \ \ I / \ '-., f I ~ ::J ANGLE BOTH ENDS OF FILTER FABRIC FENCE TO ASSURE SOil 1$ TRAPPED~ lSEE NOTE 2 (TYP) .J Uj/II'I ------ U INTER, LOCKED, .. . 2.x 2" POSTS AND ATTACH TOP VIEW NTS (0 I ,i ,-r- , , l If .... ~ SEE NOTE1.J- : .....~, --- FRONT VIEW NTS SIDE VIEW NTS' /' NOT(% 1. BURY BOTTOM OF FILTER FABRIC 6" VERTICALLY BELOW FINISHED GRADE. BOTH SIDES OF AL I t.t< F ABRle ,TRENCH. 2. TRENCH 2'x 2' FIR, PINE OR STEEL POSTS. 3. STITCHED LOOPS TO BE INSTALLED DOWNHILL SIDE OF SLOPE~ Sill:. EROSION AND SEDIMENT CONTROL PLAN DETAILrA\. SILT FENCE NTS~ 1" = 50' INFORMATION SHOWN IS FOR EWEa USE ONLY AND IS NOT WAiRRANTED TO BE ACCURATE FOR UNINTENDED PURPOSES. WARNING o 1/2- 1 - DES RlB BR HWG WATER SYSTEMS HAYDEN BRIDGE WATER' FILTRATION PLANT 2009 PLANT EXPANSION SITE EROSION CONTROL PLAN SCALE: AS NOTED REV DATE BY CHK APP FUNC BY CHK APP (b ~Cb ;!Q) '4lf'~ """~ ~Q OWN B&V Rtf RLB ~ BLACK. VEATCH BuBGmg a world of diffenmcr 4800 MEAD.oWS ROAD, SUITE 200 Black Be Veatch Corporation LAKE OSWEGO, OREGON 97035 Portland. Oreaon DATE: 02-2008 EUGENE WATER &,B.ECTRIC 80ARD - EUGENE. OREGON DWG NO D-31267-C2', SH80f 186 REV 0"'. TEL (503) 699-7556 FAX (503) 697-3699 SPONSOR IF THIS TEXT IS RED THEN TH~S 'IS AN ORIGINAL ~OT , 3 of lp Ollilcz, f i , ---- I ! ~ -r-- - 1 \"\o"{\ , , CO' " \<? 6- " ,......Ie. ol-\,,\Q\e 0')' .. Q ,"\, " (\'{\\ ).\ ue ' t'::. S"'" -v,\w ...\ri'\ t,..- c:. (} ~ "",,0 \~v '(-,0'" \,-;:> , ~ {")\Ve ,\o-;co\, / '\ c(\\..\ / \5 I I \ \ /' , \.,/' Date Received: .~ 1 \ \ .. .J#' """ " " FEB 1 4 2008 ." ,; . , ~ \) / /7' Original Submittal...... , /' . .' ,. "3 "i 3 1b. ~. :p ~~ b' 4> .~ ~- Ij3 ., ~) ~r1 4J,~ ~ / / / ~~ . U E ________ . liF /" ~ --~ /' cO __ // "\' ,., 4Y. 1_ -I \ I \ \ \ \ \ \ -'\ I - - /' <-v .. SITE COORDIANATES: POINT NORTHING EASTlNG eDJNr W)RTHING ' EA~TING egJN'{ A 886597.62 4271581.08 A 886625.88 4271681.05 .~ /i\ A .- ~ 886610.62 ' 4271663.17 886664.48 ' 4271924.76 fi\ 886630.39 4271677.53 A 886668.79 4271951~96 IA ~ A 886667.42 4271911.33 A NOT USED' NOT USED ~ <~ ~< A A. A ~~ 886670.94 4271917.07 NOT USED NOT USED 00 -"'" co":': A 886671.97 '4271923.57 A A 8- NOT USED NOT USED. ~8 ~C! A NOT USED' NOT USED A 886627.56 4272008.71 ~K C'l-o ~~ -d A 886686.43 4271921..2'3 A ~ ~co 886618..63 4272007.56 ~o- u..~ A 4271946.59 ~ A .. u.. 886721.26 ,886608.47 427200&26 au g~ A 886730:1: SFT 4271940:1: 5FT A A ~;Ji 886598.63 4272004.99 Q A '886586.00 4271643.38 A~ 886570.. 78 ' 4272002.05 Q)(J) ~ClC) A 886587.55 4271653.20 A 4271874:1: 5FT ~~ .,...'l!It fi!Ci ..El #J' Li't' -- ~t ~ CONSTRUCTION NOTES:." ". . " . . ~y. CD 36- BACKWASH WASTE PIPEUNE. SEE PROFILE OWG C25. o 30" AND 36" FTW' PIPEUNE. SEE, PROFILE DWG C31. @ 8" FOUNDATION DRAIN AND C.O. FROU,CONTACT BASIN ,~ , (9 12" DRAIN LINE AND C.O. FROM CONTACT BASIN '3. @ SEE DWG C19 FOR EO' TANK, GRADING AND DRAINAGE PLAN AND OWG "500, FOR FTW PUMP PIPING PlAN.' @ CONTRACTOR CONSTRUcnON' ACCESS ROAD WITH GATES. 'CONTRACTOR TO. USE THIS ROAD EXCLUSIVELY FOR ACCESS TO SITE. CONSTRUCnON ACCESS ROAD IS ACCESSIBLE FROU HA YOEN BRIDGE ROAD. " (2) 6" DRN AND GATE VALVE FROM 16" FTW. DAYLIGHT IE 559.2~. @ 8" DRAIN. ROUTE 2t-6" FROM ,PIPE CL. CONNECTTO MH A T IE 569.83. ' @ EO STORAGE, TANK. SEE DWG, C19., ~~ BLACK & VEATCH " Buihfrng 8 world of difference" 4800 MEADOWS RON), SU/1E 200 TEL (503) 699-7556 Black .. Veatch Corporation LAKE OSWEGO, OREGON 97035 'FAX (503) 697-3699 Portland, Oragcn @SEE DWG C22 FOR SURFACE RESTORA noN PLAN. @11,REMOVEEXlSTCHAlNLINKFENCEASREQ-OTOINSTALl' BACKWASH WASTE, AND Frw PIPES. REPLACE WITH NIEW FENCE. SEE DWG' C44 FOR FENCING DETAILS. @BH-7: EL 580.38. 1A\,13 CONNECT 12" DRAIN TO MH AT IE 580.04. 'CONNECT 8- \:..::J DRAIN TO MH AT IE 581.17. INSTALL FLAP VALVE ON ' END ,OF 8" AND 12- DRAINS. ti4\ CUT EXIST 24~ DRAIN, LINE AND CONNECT TO NEW MH \:.J ON NORTH AND SOUTHSIOE~ EXIST 24" IE 573.4:1: , tiS' CONNECT NEW CHAIN LINK FENCE TO EXIST. USE EXIST ~ POST OR PROVIDE NEW AS REQUIRED 'BY LOCA nON. @ . REFER , TODWG 022' FOR SITE RE,STORAnON'THISAREA. r:;::t\,17 ,PRE-CAST 60. DIA' MH WITH' CAST IN PLACE BASE. ~, EXIST 24" TO REMAIN IN SERVICE. ' ',' @ 16- FTW PIPELINE. MIN 3' COVER. '19' LOW~POINT CONTINUOUS RISING SLOPE TO RAW WATER' " ~ PIPIN'G AND BACK TO, FTW PUMP STAnON. @ EXIST 24" BACKWASH WASTE, LINE ,', @ REMOVE 'All TREES WITHIN LIMITS OF WORK. t22' 4" FOUNDATION DRAIN AND 6" DOWNSPOUT DRAIN FROU" \B' COAG SLOG TO MANHOlE.. SEE owe C7 FOR C,ONT. . Sill:. PLAN 1 1" = 20' , tl.QRTHI"'G NOT USED 886471.0:1: SFT 886489.5:1: O.5FT 886609.42 NOT USED 4271860.0% SFT 886561.72 886582.38 886598.81 886611.83 4271656.17 EXPIRES: 12-31-09 4272038.15 4272025.46 ' 4272027.14 INFORMATION SHOWN IS FOR EWEB USE ONLY AND IS NOT WARRANTED TO BE ACCURATE FOR UNINTENDED PURPOSES. OWN B&V Lf RLB W A TIER SYSTEMS HAYDEN BRIDGE WATER FILTRATION PLANT , 2009 PLA.NT EXPANSION , SITE PLAN 1 SCALE: . AS NVn:u 'REV OAlE I &Y C\-\K .- I Af"'f' WARNING o 1/~ 1 - IF THIS BAR DOES NOT MCASURE 1- THEN DRAWING IS NOT TO SCAlE FUNC BY CHK APP DES ' RlB BR HWG DATE: 02...2008 EUGENE WATER & B.EcrRIC BOARD - EUGENE. OREGON ' -~G~ R~ D-31267~C4' . 0' SH9 OF 186 ' SPONSOR IF THIS I c,(f IS RED THEN THIS IS AN ORIGINAl PLOT l} of LP ~es 0) GOO) ~ClQ .....~ ~...... .,...~ ~Q II .'r-lI / II C .1 n ~ __II --Z -" f,/ I / ,/ , .--.:>>--'" ~t - ~\ -lL--~k,--~ / '\ \ \ \ \" \'" ..~ \ \ "" \ ~~ ... \ \ \ M C19 C37 ""---' .............. ."-. ~ ~ II !I II ~ II il II " " ...____/-- II ______ II It II ~ Ii H ._----rr--- ~ Ii If "\", ... " .... \. REMOVE TOP OF EXIST CONe HEADWALL. \ '\ TO ALLOW FOR CAP. \ ~""" PROTECT EXIST 48- CULVERT ~\ ~CONC (81 ~ ,. ""\ ) /CfAP C19 C37 C19 513 I I / "'---" ~ :.....---- II , LL- ~-~ll It II II - " MATCH !I EXISTING il (TYP) il - 4- DRAIN TO DAYliGHT IE = 559.25 EMERGENCY OVERflOW. 45- ELBOW UP AT IE = 557- ' 4" AND 6" DRAIN TO, DAYliGHT IE = 559.25 /' Ii _/~~~1" //" !l '" 1/ ", il ) II I p! p I ~( / / 3 '\/ 3 x 3 ! A x ~ <~ ~< ~t-... ~~ o~ ;;0: gClO C!~ "0_ --.0 N_ -("I ~ . 0..2 ~~ u..~ ,'u.. '::l.. ~~ 9< Q.CI) x " "" I 1" = 1 O. S1IE Date Rece~ved: " COf)ROINA Tts tjgRTHING EAS.llNG A N=886570.78 ' E=4272002.05 ' FEB t, 4 2008 A N=886585.34 E=4272029.04 Origina' submittaL.." A . N=886578.98 E=427205O.91 A N=886548.70 E=4272023.32 A N=886546.94 ' E=4272049.48 fl\ ., IN =886546. 81 ' , E=4272024.72 ' A N=886600.31 ' E=4271987.30 A 1N:;886619.83 E=4272oo7.75 M IN =886626. 73 E=4272011.61 A ' 1N=886631.26 E=4272020.61, 'AK 1N=886628.14 E=4272044.89 A 1N=886620.19 ' E= 4272037. 28 A N =886607. 77 E=4272048.54 A N=886578.98 E=427205O.91 A N=886598.58 E=427191 0.36 A N=886675.95 E=427-1964.40 A N=886552.. 77 E=4272054.20' " RADIUS R1 R2 R3 R4 fiORTHINQ N=886570.78 N=886'570.78 N=886643..25 N=886622.34 ' tASTING E=4272002.05 E=4272002.05 E=4271965.85 E=4272019..47 CONS'TRUCTION NOTES: o SLOPE CONTINUOUSLY TO OUTLET AT IE 559.25. , '\!J ROUTE 1i6" FTW UNDERNEATH W 6" CLEARANCE.. . @SEE DWG C500 FOR EQ TANK ROOF PLAN.' o REMOVE EXIST FENCE ASREOUIRED FOR CONSTRUCTION <9 INSTALL NEW FENCE 3' FROM EDGE OF ROAD.. @. CONNECT NEW GATE' "TO EXIST FENCE.. ' , @,~EE DWG C22 FOR SURFACE RESTORATION. 0~~~UCTDRAlNAGE SWAlE ~ r APPROxiMATE LOCA nON @ 6'" DRAIN AND GATE VALVE FROU' '1"6" FTW PIPE. tg\ SLOPE PIPE, PROVIDE. 3' COVER UNDER ROAD 'AND SLOPE , \V CONTINUOUSLY TO ,OUTLET AT IE 559.25. 'iO'6- TANK DRN AND 6- GV CONN DRN TO EMERGENCY. ~ OVERFLOW AT APPROX LOCATION SHOWN. ' @F~ FLOWMETER VAULT. SEE PLAN A. DWG' C34. 'i2" 5' -o"WxS' -OttLxl' -O"H CLASS 50 SCOUR PAD CENTERED ~ BELOW PIPE ELBOW., ' . ' '1Y "~6-Wx3'-0"Lx1'-Oti ClASS 50, RIPRAP.. , \!.:!I SCOUR ,PAD :BELOW PIPE. TYPICAL 3 LOCATIONS. BY CHK ,APP INFORMATION SH,OWN IS FOR EWES USE ONLY AND IS NOTWARRANlED TO BE ACCURATE FOR UNINTENDED PURPOSES. WATER SYSTEMS HA YDEN BRIDGE FILTRATION PLANT 2009 PLANT EXPANSION EQ TANK SITE GRADING AND DRAINAGE PLAN WARNING o 1/~ 1 - IF THIS BAR DOES NOT MEASURE ," THEN DRAWING IS NOT TO SCALE DES RLB BR HWG OWN 8&.V RLF RLB , ~. J:. BLACK & VEATCH , BUilding 8 world of differen~ 4800 MEADOWS ROAD., SUITE 200 Black &. Veatch CorporatIon LAKE OSWEG01 OREGON 97035 Pordand, O,.gon SPONSOR TEL (50S) 699--7556 FAX (503) 697-3699 EXPIRES: 12-31-09 DATE: 02-2008 SCAle: AS NOTED 'REV DAlE 'Y CHl<. ' ^PP DWG NO REV o " EUGENE WATER & 8.ECTRIC BOARD - EUGENE OREGON D-31267-C19 '"SH 14 OF 186 IF THIS TEXT IS RED THEN THIS IS AN ORIGINAL PLOT ' 6 00:' [f)~(l~ ~~ NO- ~~ - .. 0_ <"i~ eo ('I) ~~ r...._ -r.... C'l_ .N g,~ -C") 0..... ~~ ~< u.. ac: ..u- 6:).. I=a g~ 0- ('1 0) (00) ~Q) ~, ~ ..~ .,..... ftQ .J lANDSCAPE.AREA MA 1CH LINE AND GRADE OF EXIST GRAVEL ROADWAY , " .....8... GRA VE:L SURFACE COORDINA I t;.S 0-1 E==4272097.92 G-2 E:;:::4272097.85 ~3 E==42721 07.74 0-4 E==4272040.07 G-5 E==4271496..12 G-6 E==4271480.42 0-7 E~4271315.90 9-8 E==4271445.38 G-9 E==4271675.48 ...... 6>> ~ 3'!... :/"3" R ~ <'JJ=c". ' rGRAvaFlNISH GRADE " .... ~'h ~~BAII ~ 6:1 N==886653.'85 N==886642.45 N=886605.89 N=88657().53 . N= 886430. 91 N~886407.99 ,. ' N~886250.06 N==8861 08.42 N=885990.24' . . .. "0 PAVEMENT SURFACE COORDINA I ~$ .~.' , 'P-1 E=4271955.24 'N==886477.1'22J, P-2 E==4271965.74 ' N=886457..02~ P-3 E 4271810.63 N==886184.04 P-4 E 4271840.55' ,: N=886172.50 ~, C' t!~ ~!~ -D- ) ::TA _ (A'\ \40U-.JTA3 _:: CU ~ 3 NO SCALE C22 C22 ~ MATERIALS LEGEND . I "" '"' .. ~ - '. -.. .... .... -. ... ....."'.....-........... .40 ............... .............. -............ AOOREOA TE BASE COURSE ~~~ 1&_ ASPHALT CONCR~ It. GRASS ~ << ~ << t;;d. -- @ @ @ -@ @' @ .. \ RADIUS COORDINA.II:.S R- 1 R... 2 R- 3 R- 4 R~ 5 ,R- 6 R- 7 R- 8 R- '9 R-10 R-11 R-12 E==4272072.36 NOT.. E 4271771.73' E 4271739~88 E 4271802.08 ' E 4271899.97 E==4271928~41 , E 4271783.13 E--4271580.94 E==4271567.15 E 4271359.81 E==4271735.43 N==886600.50 USED ' , N==886895.03 . N=886757.06 N=886530.74 , N=886445.31 N=886573.52 N=886500.50 N=886~.75 N=888232.72 , N==888282.93 N=B85995.71 co c::::>> ~ ~ ..:::r- ...... 'e CQ' .a I.IJ ,:::;J I..L. en 10 c 'a 'S:: 0" Pl,ANT LtST Qrt BOTANICAL NA.ME COUMON tWdE ~ REMARKS ' 18 ACER BIGLEAF 3-5 FULL EVENLY MACROPHYUU'" ' MAPLE GAL BRANCHED SYMBOL e p* PSEUDOTSUGA MENZlESlL: DOUGLAS F1R 20 Pi) 12 PINUS PONDEROSA PONDEROSA PINE 3-5 GAL FULL, EVENLY BRANCHED ~5 GAL FOu.. EVENLY BRANCHED PROVIDE 4 FT TAlL ..t.NCE PROlECll0N A1 EACH IKt:.t. FENCE SHALL BE 10 GAUCE GALVANI'ZED FENCING/CHICKEN WIRE AND BURIED AT LEAST 6 INCHES AND STAKED. SET CROWN OF ROOT BALL 1-INCH ABO\JE ANISHED GRADE. REMOVE, BURLAP AND SlRAPS FROM TOP HAlF Of ROOlBAlL PLAN'nftG HOLE DIAMt.ltR SHAlL BE MI!NIMUM 2X ROOTBALL PROVIDE BARK' MULCH- TO 4-' DEPlH eVER TOP' OF BACKRLL. KEEP MULCH APPROX 6- OFF PLANT lRUNK. CONSTRUCT 6- DEEP WA.t.K WELL' AROUND EACH TREE TO CONTAIN MULCH. PLANT TREES AT, APPROXlMAlE LOCAll0NS 'SHOWN OR AS DIRECTED BY O~ER. CONSTRUCTION NO II:.S~ ,@ @ @ @ @ @ C?) @ @ @ ~~R~.ACE. RESTORATION- PLAN. .~ FOR UMITS OF PAVEMENTRESTORAl1ON SEE lRENCH DET C DWG 037. PROVIDE 12" MIN TOPSOIL AND HYDRO-SEED IN AREA sETEEN BLDG, GRAVEL ROADWAY, & ASPHALT PAVEMENT. . EXIST MANHOLE. CONCRt. It:. CAP, SEE OET' B, DWG C37.." PROTECT EXlSllNG VAULT AND VALVES~ CONCRETE MOW ~IKIP, TYP 3 "SIDES. SEE MOUNTABLE CURB ,DETAIL A',lHIS'DWG. RESTORE AS REQ'D TO EXIST . GRAVEL, SURFACE. REMOVE AND REPLACE PAVEMENT WrrHlN APPROX UMITS'SHO'NN. SlOPE PAVEMENT' AWAY FROM BUILDING AND MATCH GRADE OF EXIST PAVEMENT. PROVIDE 12>>. TOPSOIL. EROSION PROTECllON MAiliNG AND HYDRO-SEED AROUND EQ TANK AND ENllRE AREA DISTURBED .BY .. IN. AND BWW PIPE INSTALLATION. SAWCUT, EXIST ASPHALT FULL DEPnt fUNC BY INFORMATION SHOWN IS FOR SNEB USE ONlY-AND IS NOT WARRAN'f'El) TO SE ACCURATE fOR UNINTENDED PURPOSES. , ' NOT FOR CONSTRUCTION DES RLB CHK APP, WARNING o 1/2- 1 - IF' THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS . NOT TO SCAlE SPONSO~ RLF RlB . OWN ' CJC ~ BLACK a VEATCH " BuDding a world of d"tfferencr 4800 MEADOWS ROAD, SUITE 200 Black IE Veatch Corporation LAKE OSWEGO, OREGON 97035 Po~ Ol'eGlIa BR HWG WATER SYSTEMS HAYDEN BRIDGE FILTRATION PLANT , , 2009 PLANT EXPANSION, , SURFACE RESTOIRATION PLAN EUGENE WATER & B.ECTRIC BOARD'~ BJGENE. OREGON SCALE: AS NUll;&) REV DATE tV CHK ' DWGNO 'D-31267;'C??" SH 15 Of 186 . APP REV o IF THIS 1,I:Xt IS RED THEN THIS"'S AN ORIGINAL PLOT ""~"'" 'EIll".l;I ...". 1l!.r",~~""""I'llIl'3'~.IlI"~ '!' II 'Lr'">f(4....",.....i..... '.. . ,. [p of (p ~().OfS . . ~ "." .', -I '