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Scholls Ferry Road 18" Waterline Phase 2SW SCHOLLS FERRY ROAD CITY OF TIGARD WATERLINE CONSTRUCTION - PHASE 2 CALIFORNIA LOCATION MAP NO SCALE DAHO PHASE 1 WATERLINE (NOT IN CONTRACT) PHASE 2 WATERLINE VICINITY MAP NO SCALE LIST OF DRAWINGS GENERAL W1-CRSOVEHEET, VICINITY AND LOCATION MAP AND SHEET INDEX VW -LEGEND ABBREVIAT )NS PND GENERAL NOTES CIVIL W3 -18 -INCH WATERUNE PIAN AND PROFILE STA 2-25.00 TO 25~56 VW-1SINCH WATERUNESTANDARD DETAILS YRS-1"NCH WATERUNE-- EROSION CONTROL DUALS OWNER CITY OF nGARD 13125 6W HALL BLVD n -RD, OREGON 9]223 (503) 63"171 ENGINEER KENNEDYIJENKS CONSULTANTS 200 SW MARKET, SUTE 500 P0R1IANO. OREGON 92201 (503) 29519)1 CIYYOFTTGARD OREGON L.WRAL CONSTROCLION AND SHADATATION IVI5ON S9A 13M S.W. HALLBR'U. ICAUL. ONUNGO TO'NC D,GBu) 6V14T+ (M)6AM17t RECORD DRAWINGS PAIL (SDJ)614R9T TREaERELwm ORMNGSRANE DESIGNED FILEN9ME HRSED OJ IHraax uAnou FRNWOEO RY THE CITY OF TIGARD COVER SHEET, VICINITY AND LOCATION MAP 1z9m1eaavrzotaw9 Joe No. 1291018.10 USE OF DOCUMENTS SCALES zLONeEOAv°T/JOENNrc NOOTNERS. DNG°LT = ELH WASHINGTON COUNTY, OREGON AND SHEET INDEX +' RAS xoT VERIFrEOTxE SW SCHOLLS FERRY ROAD DRAWN DAre THISDOCUMENT INCLUDING THE IxcoRFOMTEO NESS OMRLETESTUE DEMONS, SANINSTRUMENTOFEERVILEFORTHIB 2FxR OFTHERI.A SEL WATERLINE CONSTRUCTION - PHASE 2 PROJECT AND SHALL NOTRE USED FOR ANY OMER OJE TIEWTIRENRVANTS. CN PROJECT IFTHIS RAR IS Noi TOTIEaaxoo°PCCNNOTOV10EO TIE PCCUMCYOR MAY 2014 CHECKED Kennedy/Jenks Consultants SHEET O OF KENNEDY/JENR9 CONSULTANTS. RENNE MHC�COREL DN.ENSgHCALES musTsMLES COMPLETENESS OFTHE9E RECORD MUVONGA. USERSLF RD RECORD DRAWINGS 01-1}15 RSP ALLORdxcly. THESE RECOMp .A. W1 5 ASSUME u RISKOF LOSS BRM 200SWMARKETSTREET, SUITE SOB PORTLAND, OREGON 9M1 NO. REVISION DATE RV LEGEND: ABBREVIATIONS: GENERAL NOTES: ELH CITY OF TIGARD WASHINGTON COUNTY, OREGON SW SCROLLS FERRY ROAD WATERLINE CONSTRUCTION - PHASE 2 AV AIR VALVE – - —W — EXISTING WATER BO CCP BLOW OFF CONCRETE CYLINDER PIPE MTE MAY E EXISTING ELECTRICAL DEFL DIP DEFLECTION DUCTILE IRON PIPE ENAADC,COSRisulEs W2 RECORD DRAWINGE Oi-ib15 RSP NO, PENSION DATERESULTMG (E) EXISTING 1. THE CONTRACTOR SHALL MAINTAIN ONE SET OF TIGARD PUBLIC — - - r -- EXISTING GAS FLG FLANGE WORKS (TPW) STAMPED APPROVED PLANS ON THE CONSTRUCTION EXISTING STORM GV HORIZ CATE VALVE HORIZONTAL SITE AT ALL TIMES. -- EXISTING TELEPHONE Im INSUTAIING JOINT TEST STATION RG RETAINER GLAND 2. NOTIFYTPW, WATER DIVISION, 48 HOURS PRIORTO COMMENCING ---- 55 EXISTING SANITARY SEWER MJ S MECHANICAL JOINT SLOPE CONSTRUCTION TO SCHEDULE A PRECONSTRUCTION MEETING. EXISTING GROUND CONTOURS SAN STM SANITARY STORM TELEPHONE 6394171. —--�--+>• NEW STORM BY OTHERS TS VERT TEST STATION VERTICAL 3. ALL WORK SHALL BE IN ACCORDANCE WITH AW/WA (AMERICAN ----x-- EXISTING FENCE W WATER WATERWORKS ASSOCIATION)STANDARDS. W NEW WATER LINE 4. ALL WORK WILL BE INSPECTED AND APPROVED BY CITY OF TIGARD SEDIMENT FENCE ENGINEERING DEPARTMENT. gyp— CONSTRUCTION BARRIER FENCE 5. MINIMUM COVER FOR ALL WATER MAINS IN THE STREETGR AND .. EXISTING MANHOLE ". BACKFILL SHALL BE �"-0 GRAVEL. RIGHTS-OF-WAY SHALL E 36 t' -O R EXISTING VALVE 6. ALL VALVE -OPERATING NUTS SHALL BE WITHIN 36" OF FINISHED Exlsnrlc FIRE HYDRANT GRADE. OTHERWISE VALVE OPERATING NUT EXTENSIONS WILL BE NEW STRADDLE BLOCK REQUIRED. --Izl ABANDONED � ORFILLEDINER TO PLACE 7. ALL SANITARY SEWER LINES WITHIN 10 FEET LATERALLY OR 3 FEET 7. VERTICALLY OF A WATER MAIN SHALL BE ENCASED INA REINFORCED EXISTING carE VALVE CONCRETE JACKET W THICK FORA DISTANCE OF 10 FEET ON BOTH NEW GATE VALVE SIDES OF THE CROSSING. WHERE CROSSINGS ARE NECESSARY, THEY f NEW NR VALVE MUST BE MADE AT APPROXIMATELY 90 DEGREES WITH AT LEAST 18" OF SEPARATION BELOW THE WATER LINE. - NEW THRUST BLOCK OPERATION OF VALVES TO BE PERFORMED BY TIGARD PUBLIC G>—_ NEW BLOW OFF ASSEMBLY S. WORKS. NEW FIRE HYDRANT - EXISTING TREE (CONIFER) 9. ALL PIPE JOINTS ARE TO BE RESTRAINED WITH MECHANICAL RESTRAINT OR LOCKING GASKETS. 0 EXISTING TREE (DECIDUOUS) 10. THE CONTRACTOR SHALL DISPOSE OF THE SUPERCHLORINATED WATER IN AN APPROVED MANNER. DO NOT ALLOW DISINFECTION WATER TO FLOW INTO A WATERWAY WITHOUT ADEQUATE DILUTION OR OTHER SATISFACTORY METHODS OF REDUCING CHLORINE RESIDUALS TO A SAFE LEVEL AS MANDATED BY DEQ. CONTRACTOR TO SUBMIT DISINFECTION AND DISPOSAL PLAN. 11. CONTRACTOR SHALL PROTECT WATER PIPE ENDS FROM CONTAMINATED WATER AND DEBRIS AT ALL TIMES. CONTRACTOR SHALL CAP AND / OR COVER PIPE ENDS AT THE END OF EACH WORK DAY, RECORD DRAWINGS CT11'OF TIGARD ORRGON CAPITAL GONSTRUCEION AND TRANSPORTATION DMSON LIIssS.w.N ISLM. TIGARD, OREGON SHOT VOICR: (WJI OOUIVI . (EOl)fis ur USE OF DOCUMENTS MIS INC NFORMOD IB D9.ISANNT. INCLUDING INSTRUMEM°THE PEWECTAND SINLL NOT BE USED FOR ANYOn1ER PROJECTWTHOUTTHElM1TEN AUMORVATCN KENNEDY/JENKS CONSULTANTS. SCALES a 1' 35mm IF MIS RAR IS NOT LVME.PION SHMNJ. o1NOLY SEEN PREPARED MS11ON WIDEOSYTHE WNTRFOTORFNDOTHERS. HEWN"NEO uexxRw"sOLTANTR N vERIFIEDTBE PCCURRCY OR COMP-ETENESS °TME'"F°"'"T°"P"w'°E° TOMES AND WES NOT WARMNT TIE ACCURACY OPCF WEPLETENESS OF THESE RECQ9DDM„ABfiB. N9ER5 CF THESE RECOROwam"GS ASSUME ALL RDKOF LOBE ELH CITY OF TIGARD WASHINGTON COUNTY, OREGON SW SCROLLS FERRY ROAD WATERLINE CONSTRUCTION - PHASE 2 LEGEND, ABBREVIATIONS AND GENERAL NOTES 120t0tECOAd JOS NO. 12g,O, DRAM SEL MTE MAY CHECKED SRM Y Kenned /Jenks ConsultantsRD 2005W MARKET STREET. SUITE SOD, PORTWND, OREGON W2O1 ENAADC,COSRisulEs W2 RECORD DRAWINGE Oi-ib15 RSP NO, PENSION DATERESULTMG FROM THEIR USE b 9 b W 305 i N W N 300, 0 N N N 295 x h 2 290 285 280 275 PROPOSED 24'SSE / .— / SANITARY SEWER +'�I EA � —� _� _ _ 11`/' -% S CITY OF BDRAWINGS ss�/ CONIRA�OT WA'(IE"gL SW. BARROWS _ Cqy TRUCTOH P �� EX 16"0 WATERLINE - \ INSTALL \ x\\ xw 451 ENOO2.6 ` /// i` 3 PHASE 2 -- _ _.___ _ SEDIMENT FENCE //F 45' FLECTONi _ j/7/{-�(E) WRB BEHIND CURB - / 83 -. ,.� is' SLEEVE/. = / -� �� .�h.. /. .,e.n0 / _ ' E 20939.33 / / - EXIST 16" WTRLN STA 22+83.80 ROW ST�3+90.84 / EASEME /STA 2rT999 + " W H 18-x16" RED AND CPLG 11.25' BEND 1.25' BEND 8 U 22.50' D 11. ENDS / N 8313.49 10.20' DEFLECTION) (11,2$' DEFLECTO26 ENT„ �L3.8' TION) j / E 21155.81 8341.85 N 8489.90 N 8420.26 / +f' / E 20968.93 E 21050.22 /./� 21149'42 STA 25+54.38 Fc i 45' BEND AND THRUST BLOCK / 48.2' DEFLECTION) 9�• % j N 8313.89 STORM. SEWER, SURFACE / /UTLITY� / �/ / I I, 'at0 �' STA 25+43.51 E 21148.96 WATER DRAINAGE & / EASEMENT s, I/ 09jJV�¢ / 45' AND 11.25' BENDS DETENTON EASEMENT PER—�'0 / 58.9' DEFLECTION) PARTTON PLAT 2009-038 / �� / ROW I I /' T //O EN 8322.34 214223 18” WATERLINE PLAN �NAY1 HORIZONTAL SCALE: 1"=2tlArAl 23+00 HORIZONTAL SCALE: V=20' RECORD DRAWINGS -`24+00 1 / STA 22+1_GtS ES CONNECT TO EAST 18' BFY N 8526.19 — Tom__ — * _r — — — — — — — — — — — — '— EXIST HYDRANT ^W STA 25+61.24 6 H2O/CAB / / 4 CONNECT TO ' E 20939.33 / / - EXIST 16" WTRLN STA 22+83.80 ROW ST�3+90.84 / EASEME /STA 2rT999 + " W H 18-x16" RED AND CPLG 11.25' BEND 1.25' BEND 8 U 22.50' D 11. ENDS / N 8313.49 10.20' DEFLECTION) (11,2$' DEFLECTO26 ENT„ �L3.8' TION) j / E 21155.81 8341.85 N 8489.90 N 8420.26 / +f' / E 20968.93 E 21050.22 /./� 21149'42 STA 25+54.38 Fc i 45' BEND AND THRUST BLOCK / 48.2' DEFLECTION) 9�• % j N 8313.89 STORM. SEWER, SURFACE / /UTLITY� / �/ / I I, 'at0 �' STA 25+43.51 E 21148.96 WATER DRAINAGE & / EASEMENT s, I/ 09jJV�¢ / 45' AND 11.25' BENDS DETENTON EASEMENT PER—�'0 / 58.9' DEFLECTION) PARTTON PLAT 2009-038 / �� / ROW I I /' T //O EN 8322.34 214223 18” WATERLINE PLAN �NAY1 HORIZONTAL SCALE: 1"=2tlArAl 305 300 295 290 285 280 275 WATER NOTES ❑1 18" DIP WATER MAIN. E2 NOT USED. 3l THRUST BLOCK ON COB WATERUNE SEE SHEET M. 4❑ STRADDLE BLOCK. 5l NOT USED. 6l NOT USED. 1❑ NOT USED. e❑ NOT USED. 9� NOT USED. 10 NOT USED. I N SHEETINDEX 1" -SOD' 22+25 22+50 23+00 23+50 24+00 24+50 25+00 25+50 26+00 26+50 mu E!, 18" WATERLINE PROFILE HORIZONTAL SCALE: V=20' RECORD DRAWINGS VERTICAL SCALE: 1'�5' z a z THESD.ERECORPEDDn6E00NNPxE DESIGNED CITY OF TIGARD 18 -INCH WATERLINE PLAN AND PROFILE IN SCALES EN OA/ATGNPROVIDEDBYTIE ELH WASHINGTON COUNTY OREGON USE OF DOCUMENTS LID CUHHRACT.GA DDD .11exrs YCH.E , STA 22+25.00 TO 25+56 0 1' HAS YEN. DTHE SW SCHOLLS FERRY ROAD DRAMIN THIS COMMENT, INCLUDING THE INCORPORATEDACCUPACY DESIGNS. IS AN INSTRUMENT OF SERVICE FOR THIS PRMECTAND SHALL NOT BE USED FOR ANY OTHER Cssmm OR COMPLETENESS OF THE INFORMATION PROVIDED HEM ANC GOES HOi SEL WATERLINE CONSTRUCTION - PHASE 2 Nada PR CTWTIOVTTIENRITTEN AUTIORILOTCN E IFTH198AR 19 HOi DIMENSpN SHOWN, WFNRPMiNEPCCURACYCR CHECKED _ Kennedy/Jenks Consuttants OF HENNEDMENNS CONSULTANTS. PAGABTTDSVdES LOMFIETENESS C£TIESE '.10 R I nDSS OHCVEs OF RD RECORD OMIYINGS 01-1115 RP _ TOP OF (E) CURB ACCORDINGLY. m-- BRM ALL RISKOF LOSS US \. (E). GRADE o umi vii QLD oio. IB ow _ o 1 J 16"'.0 DIP .m ---- -- .2j>OjO REDUCER N x e$ (E) 16" DIP o _ _ zF; W_.m Inter m w ia_irl ' IN F o- - -Wo w wN wam \ `16" SLEEVE WF IF ['RD NZZm 305 300 295 290 285 280 275 WATER NOTES ❑1 18" DIP WATER MAIN. E2 NOT USED. 3l THRUST BLOCK ON COB WATERUNE SEE SHEET M. 4❑ STRADDLE BLOCK. 5l NOT USED. 6l NOT USED. 1❑ NOT USED. e❑ NOT USED. 9� NOT USED. 10 NOT USED. I N SHEETINDEX 1" -SOD' 22+25 22+50 23+00 23+50 24+00 24+50 25+00 25+50 26+00 26+50 mu E!, 18" WATERLINE PROFILE HORIZONTAL SCALE: V=20' RECORD DRAWINGS VERTICAL SCALE: 1'�5' THESD.ERECORPEDDn6E00NNPxE DESIGNED CITY OF TIGARD 18 -INCH WATERLINE PLAN AND PROFILE SCALES EN OA/ATGNPROVIDEDBYTIE ELH WASHINGTON COUNTY OREGON USE OF DOCUMENTS CUHHRACT.GA DDD .11exrs YCH.E , STA 22+25.00 TO 25+56 0 1' HAS YEN. DTHE SW SCHOLLS FERRY ROAD DRAMIN THIS COMMENT, INCLUDING THE INCORPORATEDACCUPACY DESIGNS. IS AN INSTRUMENT OF SERVICE FOR THIS PRMECTAND SHALL NOT BE USED FOR ANY OTHER Cssmm OR COMPLETENESS OF THE INFORMATION PROVIDED HEM ANC GOES HOi SEL WATERLINE CONSTRUCTION - PHASE 2 PR CTWTIOVTTIENRITTEN AUTIORILOTCN E IFTH198AR 19 HOi DIMENSpN SHOWN, WFNRPMiNEPCCURACYCR CHECKED _ Kennedy/Jenks Consuttants OF HENNEDMENNS CONSULTANTS. PAGABTTDSVdES LOMFIETENESS C£TIESE '.10 R I nDSS OHCVEs OF RD RECORD OMIYINGS 01-1115 RP ACCORDINGLY. THESERECOROORAYnx¢S BRM ALL RISKOF LOSS US 2005W MARKET STREET, SUITE 500, PORTLAND, OREGON 97201mull — NO. RENSIOx PATE CITY Or TIGARD ox6GON CAPITAL CONSIRUCT ION AND TRANSPORTATYONUIVISON uw S.W. HAIJ, SLIM TIGARD, OREGON BOU VOICE: (90) RtP4m FAX: (503) 690.T9A FILE NAME R9101800W1-03Axg 56o No. 1291018.10 DATE MAY 2014 SHEET OF W3 a w Q W a A B C O E F G N 0 i O O O 0 g 0 6 Fii " y E` 6 w k Lf) g uCi wa Fn n m n mm .a WE w0 w � M5m °' _rc J a_w pw - n e o t.0 w3 m s opo m9 DIE �' wN . 6- o z z z Z2 w°s�� e' cYi Vm mN z:�N Oo." wCW a $ m =� m 'mzw pma ap O Yi< Y wia gz R 1= z m -� «o z_�� 00�6y] o g=Z N Ew a m ap f O O O- n =na w NwU Jw<¢ N2 N \ m GO m 6n� % Zm QN DI D, 202 LL jL Q J ~Op0 OZOw¢W. 01! a OI 6 p w Oymj€�a n SwoLLrc<€>mN t l a p A E m oZow7WaOWjm Oplr�S mp SiiSS N<MO IE S. O�p 02" n ww aKmpp¢V.� w FF R V O O b n W m06� Z �o=NOV QOw g e � n�3 Ee i FQZZ w>C. ami oma II 6. w IS0.W o€nwo z ~ zw p C. ¢ z� m��`•a immz'" SO WOO J vlPisam < wrw o=wna k'aza CE kF5 ¢ al w n ow 'a> £E� >`3oZ a F m m m07 ] TFf Ovmi aw 3 i�' D: dIM p 1i' ZQ SO I FW a •_ f p�N U �Or K�mV Nw WY Fx� '1 _E 5 2 WFNO 2 n J LLR aaLoi� m WOW.....Nzzm 2p �< zl ^zsLL _-D 36'v wu.m z�mrao •� wzo �xrr'-Sauo.. e Nprc iwaa -cpSO oWk¢SO o Y O zO oo R N Waw> a3za Li � a O 3 'N mNw p OFY p�� wLi a >oIUU ww 3 G G.ww - W WOVVV 1M3tlDDY LY33V]SY VW m T lil W Z J d a g C XD 011]YMgJ -��P Y] /C QXSR G f/C p O J O 5 O 3 N W ZZz6R¢ 31gZ Sala B.S. 3tlW F J ;m n p O U W S d / 5s CL p O U' _� = o ak w 1� .�.� w i W V i a z • m o IES. a H m a j (ryvn .c1 nuG3vn x \ ntl-are ao LM Ag.�`Tf•' \\ 4 3 Buva m \` z � r___-_-___., J { x GNrm Ir___-____- �-- TaBLro BSoav i o m i'in 4` av 4 . 01 u IL 3 <� uo _m e 3 a x" .ZI €'�w I � aww 9[ I Pa � Ins ao i d O. Yjnp T.el3lvR A4YN .V AYv3 ��y;(`� _ /\ W N 0 � e w .'�,'� / w m ssYa w��"c 4 o6a wW a a a 'o m y0 \T oa >^� mi h< >£; xln .n m = m a li �] m W 5 00 H. z az = I-- crop �`^ c B n r m e4 \ mPwi N zQ . F. , ao aioP] -'' 3 ni vias H oma 1�g! rc 8 ] zP Vi m5 a8nc co �aw� JPw �o kl' .gk i o 9 = ri rc< yDo SonoP �m ooK'o miU� m_ !- az awm{' zo S. YQa o� Z_wi]m' '" E 4 m �^��: p LL 'do mw o oz_�0 4Y ]� a oPsi SO Iw SO aydj W W 00 4�2md ry n a rc € �Wzp�zF zw b3 N mNm Jm n rzrcai �ia �'wR w 1m J6� p <.o « 'UU a Rn z Iv n CI^O rMGARD F 6mF Jry wxazewxapw b LAPISALCON ONSTRUCZIONAND Z�IYIJ�U IVV� NI62�9VNQ�4 TMNSPORTAMON DMSON llIns.W.HALLSLOB TIGARD. OREGON "Do VOICE:(SG) RECORD DRAWINGS FAM()E.Q9 L iXESE REco3o wuLMxos wSVE DESIGNED FILENAME SEEN PREPARED 3A3ED Dx CITY OF TIGARD 129101800972-04,U!" m..1.ONPROVIDEDIYYTHE 18-INCH WATERLINE -STANDARD DETAILS USE OF DOCUMENTS SCALES XD NTRACTOR NDOT Ein4rr3 EUA WASHINGTON COUNTY, OREGON JOB ND. _T HAS BOTVERIFIEOT Y DRAWN $W SCHOLLS PERRY ROAD 1z9tota.w TMS GOCUMEM.INCLUDINGT1EINCORPOMTED D ACCURACVOR COMPLETE HISS DESIGNS. ISAN INSTRUMENTOF SERVICE FCRTHIS 0 25mm C£TNEINFORWTONaROYIDED DALE YROJECTAND SHALL NOT BE USED FOR ANY OTHER TOTHEM AND. Nor SEL WATERLINE CONSTRUCTION -PHASE 2 MAY 2010 PROJE= vAMOUT THE MITTEN AUTHORPATOx IFTHISEARISNOT LygFFANTTHEAUSR-UY0R OF NENNFDYUENI CORSULTANTS. DINENSION SKo .. CgNPtETEIIFss OFTHFSE CHECKED SHEET OF . OF RD RECORD DRAWINGS 01-13-15 RSP ACCOROINCLY. TG AkNNGSUSERS Kennedy/Jenks Consultants ESE RECORD DRAWNGR W4 . DA]E ASSUME ALL RISK OF LOSS AE 200 SW MARKET STREET, SUITE 500, PORTLAND, OREGON 97201 5 NO REWSIox By 4' HIGH ORANGE CONSTRUCTION FENCING WTH STEEL POSTS 8' MAXIMUM SPACING ORANGE FENCING DETAIL MAINTAIN 6"-12' OF OPEN SPACE BETWEEN THE FACE OF CURB AND BACK OF FILTER SOCK AT ALL TIMES. fj 'N�Cw PLACE A SANE BAG AT EACH END OF SACK TO HOLD IN PLACE. COMPOST FILTER SOCK SHALL MAKE FIRM CONTACT TO THE FACE OF CURB AND THE GUTTER. COMPOST FILTER SOCK TYPE 7INLET PROTECTION - NTS USE OF DOCUMENTS THIS DOCUMENT. INCWD NG THE INCORPORATED DESIGNS, IS AN INSTRUMENT OF SERVICE FOR THIS PROJECT SHALL NOT BE USED FOR ANY OTHER PROD ECT WAFHOUT THE VM—N AUTRORDARON OF KENNEDYIJENKS CONSULTANTS. RECORD DRAWINGS SOCK DIA. SOCK ON IC AREAS. REVISION RECORD DRAWINGS SCALES AND OTHERS. ULTANTS D P HAS NOT V£RIFED THE R YSmm AGCURACYORCOMPLETENESS INFORMATIONOFTHE ORO+PID TOTH ON AND DOES 11.1. SAN IS NOT ACY ON dAOIJION5HUN1. CONKETENESS OF THESE ACCONDICALES WINGS. USERSOF ACCOflDIHOY. THESE RECORD ORYNNOS -- CITY OF TIGARD ELH WASHINGTON COUNTY, OREGON SW SCHOLLS FERRY ROAD sW WATERLINE CONSTRUCTION - PHASE 2 ED Kennedy/Jenks Consultants AE NO SW MARKETSTREET, SUITE 500, PORTLAND. OREGON 97201 NOTES: I WREN MJHI AND RIKET OCCURS MLY INBRCDONS OF THE MMIOI ANDAND DIBCMNDE ONT"' ML'BT BEN.WOFD REISSUE MEMIQNFLOEABIEMD EIPFR FNLEDIHTIE MEDDLES, PNUMBS,, INBF,WATIM MY LWNIBYIICE BF ERDBId1AND BENMEM WMPROLA M ONOKKHFORIKEPERMITTEE. i mwwTamlloN,wmnnearurAwoanumlxl¢ENCLVATx�xumcRwTOIaFRva BaaMD PrmwoaToaMtlnELaENwAval Brtxvew B ONBNGNETMFATTx3lPERIaD.TBIFpURYBRABuunoxaFTM&IEwUBTatdIRATTHE EN)OF FALHNtlNKMY, a aedxdRCA1RILI8 Y19TaEIxBFILEDM1D W.wluFEDDNNLDTMLGnIDIwITaI�(FTIEtaIYIBNL'l1ENanE ATNLTILEa CLRBNI CdMIMICIIdl T1EYYIYTIENVNx P1AfP 11NFILPFANV611'tE4kFAllplplOnIPPWViEXR COVFl1IND ON ENDORSED ML 18 9FAffiIaNPIl B. NLM:TNF WILDFIRE INLET, FpDMa INETNIED AND MV NMATN BMEB WPoESHOOR8DENSCR . IMIE8901IEIMBE A'4PPiID,A81XiFACE MdEENTER TPAGMLVE. 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