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Home My WebLink AboutzS-1994Set;/ R=473-69 4 4,-38'17 SANITARY SEWER GENERAL NOTES 3 18 17 16 15 14 13 12 11 10 9 8 7 6 Rf47 OX O .3 • PPROVeD DATE i11A VI 1� , E. LEW /S as i �� ti WA U N_ 0 � ¢ I •• eC 5 _ �� P`.. aaas /g�aa` �� I; OD/J/J5 �iUG CAJ)C�T/ /��" AS-BUILT 5-14-86 664LE / //=40 / DATUM CITY OF RENTOIV — B.M. 4484 ELEV. 55.70 RR SPIKE 23'UPNW FACE OF PP ON EAST SIDE OFLK WA. BLVD IN FRONT OF GRIFFIN HOUSE 7 -12 -85 PER CITY OF RENTON REVIEW. REL 6 -24 -85 PER CITY OF RENTON REVIEW. REL DATE DESCRIPTION BY LINCOLN PROPERTY CO. 11400 SE. 6112 St Suite 220 Bellevue Washin ton 98004 MARINA LANDING APARTMENTS INITARY SEWER PLAN (206) .454 -3743 OR 895 -7877 G OOOOS ENGINEERS, INC. 4205 - !48TH AVENUE NORTHEAST BELLEVUE, WASHINGTON 98007 i L. WIGHT BOOK PROD NO. DATE MAY 1985 81010 D ROY E. LEWIS,✓R., P.E. 1.1-1104 OF 15 I A I I I A I 1 1 IT 1 1 1 1 6 7 8 9 10 11 12 13 14 15 16 17 1 � l 18 1� 19 18 17 18 15 14 13 12 11 10 9 8 7 6 ! ox 6 7 8 9 10 11 12 13 14 15 16 17 18 19 tmp '023 7 5 W114 C. j 5 E THE CONTRACTOR sHAL L PROVIDE A PRV PRmEar gg TEMPORARY 18 "CMP BY-PASS STORM g figg ........... DRAIN IN MEAPPROXIMAIF ALIGN- POWAF MEW sHo r-,7, CABLE DMAWCON-1 18"OUrFALL STRUCr/ON. I.E. 29.3 ME TRO NOTES- Samitty S—. R1W I A x _F 1W Lincoln Prngrtx Co, - marine 1-dinq Satisfactory certification psraaaa�t to terms; of metropolitan COsSiCil Re"191,12mi ft. "33 and constructioA plans for the above project have boom makiwitted and reviewed. The plans w4PW__ j are hereby approved, ow"oet W the following: 1 � Mr. Jim Nowtborw of t1kim, office ( 447-6676) shall ses- be no if," at least tm moPking days prior to ccostruc- 95 26,x zi\wl( a BORE- in the vicinity of metro's qf-locb diameter East- _--sessess �1 WlrH SA40REO SIDEW side xt•-celtat somr. t FROM MIS REGRADE DITCH ALLS Pow SOUTH AT 1. 0 S MIN. SLOPE During COnOttectlem, so debris wail be allowed to enter /0, K."o's interceptor sommor. 3. Plans for dowaterlivy "Jacest to motto facilities shall 7E: CLEAN DEMIS FROM Ex 12 INTAKES be submitted to Mr. JIM Hawthorn for Pietro review .d approval at least five days prior to constraction. 3urFAsmucnow. Fnomcr mrAKE a OilrFALL LL PRIOR 70 ANY JACKS BORE CON- NEW 18 "IsuxE 4. The cconectloo to the 96-inch dismunva, interceptor sewer ZE 2775 shall act be beckfilled matil It has been inspected w1rH J8' DEEP RIP-RAP WroB':41vwLAR and approved by Pietro. ROCK UNDERLAIN 8Y MIRAF/ 140- N Th. — connection to the interceptor enter shell be II mad.t the "Wismillice, of 96-inch pipe 148 inches k ;Heart) by core lag and use of a xor-m-Seal Boor F11 r E� U FABRIC. Ar .. di.rrlbltd b1i Inc., 4601 Sooth Orchard, too (206) 623-7772. rrpEir-54 a The ccnimPct1m SM11 be ploWed and not put into service CA rE SHOWN) -tll the tribstary -Yet- be. been cleaned, inspected, 8o'nsmPmARr covs7Rxr10N EASEMffNr---1P- Vaeted, a" ap�_cvsmd by the city. k. 0) E. 1?9-40 J R /', h v- 93 30' PERMANENT urn irr F-15EMS47 12 "/E- 2860 46 PAM 18'aEEP RIX RAPO"T08"AAGMAR ROCK) A A .4-07t- LEVIIs I AiOiFMM, UMMA11V BY MWAFI 140 -N % FABRIC 1. 09 25 Sr Z,5 's 2- 5' ryPF2r-s4- SAN SEWE? UH ILOG SAVWN) WITH SaUD, 4, ROCKS (A~X) 10;A11 T �.AS SA�40X_ WITH 0 LOCKING COVER RESTORE 7Z COL ID C ROUND, WCXIAV 74.5'-14 CAPS7')71 DRAIN PzO% 24'01J 125'-24'O2NC8ErE sremv ZVAAV PER CON.. 7NI CORE _r BELOW , I — — — I MA . I —METRO MH /3 U60 MAi�H EX /STING SW AVE '(Stro. 085)-L—Q c, SS Tt Ss zo PrRmAmvvrvrx1rr_,A.,rmr*r L ci AF1iWOXA0ATF L" 7ZOW OF _96'_// SCALE: /0 R1W MACIS RIW LAKE WASH BLVD. DIAMETER AFTAO SAN SEWER 93' J10 OF PARK ENTRANCE DATUM= Cl 7 Y OF REN TON B.N. RR- ------- . .... ..... .... _777_77 -------- ........ BM #484 ELEV 55 76) f___7_77_�777 ... -- -. - -SO ---- -------- ...... . p ......... ------ - --- ------ ------- ---- -- ---------------- ........... ............... ;?,q _4,CWf'2YLF`)VW FACE'OFPP ........... - - - - - - - - --- -------- *mm-, Air gm ..... . 0JV EAST SIDE OF L X WA & VO IN 40 -26 .. ..... ....................... ................ j6r- AM-05WED SMEL CASIW[0.500 FRcwr oF awFIN Awk VNISNED:64A0E LAW ------- -- ......... .................. zoAm cmmo sma casaw Mrm 8 5-5000 PS M.), S) trrp): ......... : ------------- ........... iowsmosimmmommi ' ICK 5 Y47 PSI 3Jr ... ... f0_375 7H & ------ ........ NON 6047ED SYE& -T� W PER mErRo REVIZ RK r r ......... ..... ... ----------- --- CA s1m ta _m a mm r .............. . ....... fiMO0OP51 KYS RE ATE I DESCRIPTIor, l4x MP PC _,_,y 'rwv STEEL L f 30 11-5. 'AfAN 9 _'W*V? COMNAMW fAX !'7 Z7 M-0071-7 rmArwwr r q24 [--rR- V CT07!1� W ASrAf 0- -TOWSOR ALUNINIAVSTORMCRARV CLASS 5OalC7#.E - ------- INCOL N PROPERTY CO le ......... 35) 14 aA WirH 2-213'z IYe 'RON WATER MAIN 11400 SE 6ffi SY Suite 220 ...... ....... 4%//*W0, WQSb,�Y.Ofon _Q8004 .......... `BLWIN S4AV a4CK- ........ .. IREFER-rUSAMIAffYSEVER F11 I BE! WENCAOMER MARINA LAIVNG-- SMJFFT 25.00 -A A# V*WSAS IYV L 0 17, 4 t 09 PWR SrtE1 a4SjM 20 rR . .... . EXAM ERLrW Ij - E CA srw I: : __ . 44 TM�l SING 'IV VFRrS ShAL L BE P44JV MUSTAF PKFPAAFV BY- AqE VNAWWN LL :%tPtir�5WRNa D V SEAL BOTH ENDS OF RR. 1AGK 8 BORE PLAN AIMP PArIF C. B. N so lei;ffr) S4MSEWRNHt e !_ 0% AFIN SLOPE, AS;VA~. .WK-8 80REMWMACAOR; rXEN �SW#"MV: 7C SEAL IDENrA;A4, 25.50 * 6PHILL END 8 THE "SAW WITH A te' mcir avoy r R4v 4206) 454-3743 OP4 EV:j5-787- A RMEA AND APPRMED BY.B.AV RR CASAW -SAW-ERS 17AWE Z5.00*D0*W1U END. ----------- ...... PER PIPE SESWNr) 0 amose.-.411=31b. 5 A T_" UrFA RUC WITH ROC", F ILr Ei Awe 00008 ENGINEERS, INC. TAP /-jF, 1�rzg fall PRORIE SCALE' F a r C,62- -148th A\A= -m NKDO--T�-AEAST 4eM -10'HORI"KA L BELLEVUE. \AIASHU'%GTON SEKD07 10 V:6477 tAk X��,E_ R_ez IC,6 rrnng-, 40 ZIIA029'.30 LANN D. AftW E100K '?ORE SECT!ON A -A PR0j r11 4C_ 5 JACK a - - ------ 71!f P%83 -,f —C 81010 ... ....... . ,;Or LE. 25.58 t" = 2 ° -O" DATF- MAY 1965 S." 7 7 C)F 15 ___ ------------ REFER To SANITARY SEWER PLANS REFER REFER 70 WATER PLANS FOR RrER DELS FU H M FOR FURTHER DETAILS A urloN PROTECT Iz " Hla" Pmsysuw GAS X. C8 Trpz.2r X MAIN DURING cossmucrIoN TOP 35.0 10 1 1 , i f —0VERtArPavE#eENr cur FRom Q: 57A. 95j,90 TO STA. 96,20. REFER To PERMIT FOR LIMITED CONSTRUCTION PERIODS, > 97 V INTERSECTION 'LAKE 61 -)c �'1 1 i I IZ 1 0 00 PARK ENrAANCE a 95o 04.79 LAXE I WASHINOTON BLVD. WASHINGTON ;BOULEVARD V3 THE CONTRACTOR sHAL L PROVIDE A PRV PRmEar gg TEMPORARY 18 "CMP BY-PASS STORM g figg ........... DRAIN IN MEAPPROXIMAIF ALIGN- POWAF MEW sHo r-,7, CABLE DMAWCON-1 18"OUrFALL STRUCr/ON. I.E. 29.3 ME TRO NOTES- Samitty S—. R1W I A x _F 1W Lincoln Prngrtx Co, - marine 1-dinq Satisfactory certification psraaaa�t to terms; of metropolitan COsSiCil Re"191,12mi ft. "33 and constructioA plans for the above project have boom makiwitted and reviewed. The plans w4PW__ j are hereby approved, ow"oet W the following: 1 � Mr. Jim Nowtborw of t1kim, office ( 447-6676) shall ses- be no if," at least tm moPking days prior to ccostruc- 95 26,x zi\wl( a BORE- in the vicinity of metro's qf-locb diameter East- _--sessess �1 WlrH SA40REO SIDEW side xt•-celtat somr. t FROM MIS REGRADE DITCH ALLS Pow SOUTH AT 1. 0 S MIN. SLOPE During COnOttectlem, so debris wail be allowed to enter /0, K."o's interceptor sommor. 3. Plans for dowaterlivy "Jacest to motto facilities shall 7E: CLEAN DEMIS FROM Ex 12 INTAKES be submitted to Mr. JIM Hawthorn for Pietro review .d approval at least five days prior to constraction. 3urFAsmucnow. Fnomcr mrAKE a OilrFALL LL PRIOR 70 ANY JACKS BORE CON- NEW 18 "IsuxE 4. The cconectloo to the 96-inch dismunva, interceptor sewer ZE 2775 shall act be beckfilled matil It has been inspected w1rH J8' DEEP RIP-RAP WroB':41vwLAR and approved by Pietro. ROCK UNDERLAIN 8Y MIRAF/ 140- N Th. — connection to the interceptor enter shell be II mad.t the "Wismillice, of 96-inch pipe 148 inches k ;Heart) by core lag and use of a xor-m-Seal Boor F11 r E� U FABRIC. Ar .. di.rrlbltd b1i Inc., 4601 Sooth Orchard, too (206) 623-7772. rrpEir-54 a The ccnimPct1m SM11 be ploWed and not put into service CA rE SHOWN) -tll the tribstary -Yet- be. been cleaned, inspected, 8o'nsmPmARr covs7Rxr10N EASEMffNr---1P- Vaeted, a" ap�_cvsmd by the city. k. 0) E. 1?9-40 J R /', h v- 93 30' PERMANENT urn irr F-15EMS47 12 "/E- 2860 46 PAM 18'aEEP RIX RAPO"T08"AAGMAR ROCK) A A .4-07t- LEVIIs I AiOiFMM, UMMA11V BY MWAFI 140 -N % FABRIC 1. 09 25 Sr Z,5 's 2- 5' ryPF2r-s4- SAN SEWE? UH ILOG SAVWN) WITH SaUD, 4, ROCKS (A~X) 10;A11 T �.AS SA�40X_ WITH 0 LOCKING COVER RESTORE 7Z COL ID C ROUND, WCXIAV 74.5'-14 CAPS7')71 DRAIN PzO% 24'01J 125'-24'O2NC8ErE sremv ZVAAV PER CON.. 7NI CORE _r BELOW , I — — — I MA . I —METRO MH /3 U60 MAi�H EX /STING SW AVE '(Stro. 085)-L—Q c, SS Tt Ss zo PrRmAmvvrvrx1rr_,A.,rmr*r L ci AF1iWOXA0ATF L" 7ZOW OF _96'_// SCALE: /0 R1W MACIS RIW LAKE WASH BLVD. DIAMETER AFTAO SAN SEWER 93' J10 OF PARK ENTRANCE DATUM= Cl 7 Y OF REN TON B.N. RR- ------- . .... ..... .... _777_77 -------- ........ BM #484 ELEV 55 76) f___7_77_�777 ... -- -. - -SO ---- -------- ...... . p ......... ------ - --- ------ ------- ---- -- ---------------- ........... ............... ;?,q _4,CWf'2YLF`)VW FACE'OFPP ........... - - - - - - - - --- -------- *mm-, Air gm ..... . 0JV EAST SIDE OF L X WA & VO IN 40 -26 .. ..... ....................... ................ j6r- AM-05WED SMEL CASIW[0.500 FRcwr oF awFIN Awk VNISNED:64A0E LAW ------- -- ......... .................. zoAm cmmo sma casaw Mrm 8 5-5000 PS M.), S) trrp): ......... : ------------- ........... iowsmosimmmommi ' ICK 5 Y47 PSI 3Jr ... ... f0_375 7H & ------ ........ NON 6047ED SYE& -T� W PER mErRo REVIZ RK r r ......... ..... ... ----------- --- CA s1m ta _m a mm r .............. . ....... fiMO0OP51 KYS RE ATE I DESCRIPTIor, l4x MP PC _,_,y 'rwv STEEL L f 30 11-5. 'AfAN 9 _'W*V? COMNAMW fAX !'7 Z7 M-0071-7 rmArwwr r q24 [--rR- V CT07!1� W ASrAf 0- -TOWSOR ALUNINIAVSTORMCRARV CLASS 5OalC7#.E - ------- INCOL N PROPERTY CO le ......... 35) 14 aA WirH 2-213'z IYe 'RON WATER MAIN 11400 SE 6ffi SY Suite 220 ...... ....... 4%//*W0, WQSb,�Y.Ofon _Q8004 .......... `BLWIN S4AV a4CK- ........ .. IREFER-rUSAMIAffYSEVER F11 I BE! WENCAOMER MARINA LAIVNG-- SMJFFT 25.00 -A A# V*WSAS IYV L 0 17, 4 t 09 PWR SrtE1 a4SjM 20 rR . .... . EXAM ERLrW Ij - E CA srw I: : __ . 44 TM�l SING 'IV VFRrS ShAL L BE P44JV MUSTAF PKFPAAFV BY- AqE VNAWWN LL :%tPtir�5WRNa D V SEAL BOTH ENDS OF RR. 1AGK 8 BORE PLAN AIMP PArIF C. B. N so lei;ffr) S4MSEWRNHt e !_ 0% AFIN SLOPE, AS;VA~. .WK-8 80REMWMACAOR; rXEN �SW#"MV: 7C SEAL IDENrA;A4, 25.50 * 6PHILL END 8 THE "SAW WITH A te' mcir avoy r R4v 4206) 454-3743 OP4 EV:j5-787- A RMEA AND APPRMED BY.B.AV RR CASAW -SAW-ERS 17AWE Z5.00*D0*W1U END. ----------- ...... PER PIPE SESWNr) 0 amose.-.411=31b. 5 A T_" UrFA RUC WITH ROC", F ILr Ei Awe 00008 ENGINEERS, INC. TAP /-jF, 1�rzg fall PRORIE SCALE' F a r C,62- -148th A\A= -m NKDO--T�-AEAST 4eM -10'HORI"KA L BELLEVUE. \AIASHU'%GTON SEKD07 10 V:6477 tAk X��,E_ R_ez IC,6 rrnng-, 40 ZIIA029'.30 LANN D. AftW E100K '?ORE SECT!ON A -A PR0j r11 4C_ 5 JACK a - - ------ 71!f P%83 -,f —C 81010 ... ....... . ,;Or LE. 25.58 t" = 2 ° -O" DATF- MAY 1965 S." 7 7 C)F 15 REFER TO SANITARY SEWER PLANS REFER A9 WATER PL A NS FOR FURTHER DErAILS FOR FURTHER DETAILS CAUTION: PeorFor /2 ".H/ PRESSURE GAS rx q TYPE MAIN DURING CONSTRUCTION r ram t. ,-OVERLAY PAVEMENT CUT Fj?0M ti 57A. 95 ASS TO STA. 96,x?O. REFER To PERMIT Fov? ED RJOD�LM(T CONSTRUCTION PE N, V Q� 97 _71 95 1 > INTERSECTION 0 00 PARK ENTRANCE 95, 04.79 LAKE LAKE WASHING WASHINGTON BLVD. TON BOULEVARD z THE CONTRACTOR SHALL PROVIDE A CAUT40N: PROTECT TEMPORARY 18 "CMP BY. 4 5S STORM UNDERGROUND POW-0 DR41N IN THE APPROXIMATE ALIGN- CABLE OURINGOON MEW SHOWN E.-X. GU FA L STRUCTION, 29.3 METRO NOTES RIP, Sanitary Sewers RIW Lincoln Property co. - mati.. Lndi. satisfactory certification pursuant to terms of Metropolitan Council Resolution No. 2933 and construction plans for the a Project have been Submitted above approved, and reviewed. The plans rd, Subject to the following: amls Of this Office (phone 447-6676) shall be notified at least two worki.9 day. prior to construe- REGRADE DITCH FROM THIS 26'x 26%WK 8 BORE PIT'S tide in the vicinity Of metro's 96-inch diameter last- ' WITH SYPRED 51DEWALLS ..Ide Interceptor Sewer. POINT SOUTH AT /.0 MIN. SLOPE I- to, b 2. During construction, no debris shall be allowed to enter metro-s interceptor sever. 4 -NO TE: OL Ed IV DEBRIS FROM Er. 12 1NT4 KE a 3. Plans for dewaterinq adiacent to Metro facilities shall be submitted to -* Jim Hawthorn ,or Metro review and OUTFACE PRIOR 70 ANY ✓ACK8 BORE CON- approval at least five days prior to construction. NEW 18"INTAKE _IE VAS STRUCTION. PROTECT INTAKE 8 OUTFACE O�50 4. The connection to the 96-inch diameter interceptor sewer WITH 18"DEEP RIP RAP (4' TO 8'�4/11GULAR shall not be backfilled until it has been inspected ROOK UNDERLAIN 8)'MIRAF/ 140- IV and approved by Metro. ILT F E� FABRIC. A 5. The new connection to the interceptor - shall be made at the npring line oan96-inch pipe (48 inches above invert) by core driliLiq d use of a Kor-N-Seal Boot . ..... a. distributed by P.I.P_.E., Inc., 4601 South Orchard, Tacoma, Washington 98409, (206) 623-7772. 4 6. The cor.nection shall be plugged and not put into service until the tributary system has been cleaned, inspected, WITH SOL /O ROUND W tested, and approved by the city. �3 80'TEMPORARY CONSTRUCTION E45ENFNr------10- 11L 12 "1 E. L9.40 j, Q: 41 30'PERMANENr UTILITY Ea sEmEN7 6 12 1E. 28,6� 6 f-, .9p PATE 18'zEEP RIP- RAP(4"ro8`AA061ILAR ROOK) A �C A 46' 34 PROTECTION, UNLER-41N By MIRAF1 140-N Z t L WIs ER FABRIC VIA 00 P-5 2.5 'x 2.5' CB TYPE-Y-54" ZA NSEWERNHA (LOC A SHOWN) WITH ROCKS (APPROX.) mAINrAIN lowq. covER A,, SOLID, RESTORE TO ORIGINAL GRADE C AS S1'10 NI WITH ROUND LOOKING COVER 10 ROUND, LOOKING 0 �6OLVEA J LF 4 "CMP S 3:4,41AX 24 041 U-,- STORM I.E. 4. 17 125'- 2 4 coNcRE rE STORM t*A IN Lv -CORE ORIL ING TT Al , PER CO T Ar BELOW x r METRO MH 13 :7- TOP _��60 8 -MATCH EXISTING SWALE FLOWUNE (SL 0. 00086 C AIR -------- 6- 4)Q225 A4� TM -4- BUIL 6 A S -Nr of xcvrU7'111TY`EA_,,-mE s i APPROXIMATE LOCA 770N OF 96° 1 SCALL RIW TRACA'S R1W LAKE HASHINGrONBLVD. DIAMETER METRO SAN SEWER DARIM, CITY OF RENTON ............... R. R. - ------ ------ ----- -------- ...... ........ ............. .................. 1 432 TO Lv OF PARK ENTRANCE --- - ------ ------- ............. ........... - ------ --------- --- --- . ........ .......... ....... 0 1 `V 55.70 rio! - --: -i . .. 1. � I ...... B.1W #464 ZL_ 7 _7 .... .... .... ... ..... ................ .. ........... ....... 6 ........ 6' RR SPYKE ? YLIP N-W FACE OF DP ............ ....... ................... ...... ; ....... IT .............. 40,. ON EA S T SIDE OF I A' M V0. IN .... ...... ......... ......... ...... 375 ........... .... ..... . ............ ,;EV AA9,V CV41F0 STEEL ...... ....... (NO- CD: GRADE AL-5. ....... .... ..... Fi?oNr oF GRIFFIly Housf: r I j6"NoN_cqArED STEEL cAsm(asoo- - - - ------- FINISHL ............ to �_?0vow-coArED STEEL CASING rH IcK a 356coPs I m. y s) X": :,- .......... PyP THICK 8 35000 P$I ..... .............. - ------ - ---------- - I �.T wA-rEff - - 'fR METRO REVIEW REL : (64rEt97r0'iWA rrxrkm Y. C4S-f1VG (0.3n AYZ HART PER CITY OF RENY(N R�IVJEW TR_EL --- ..... ;a.F14RTHFR-0ErAJkS) .... a 35000 PSI M. Y 5) :S 7�" MOAI� ....... . ......... ... ..... -)ESCRI�-ITION ------------ 04 ORP er Pvc, SANITARY 30 5'M& 00", SEWER CONFORMING GALV STEEL (ASPHALT Oi/ _CTff -1 - TO ASTM 0- 3034(SDR riEqrMENT I.004TED),OR ,�=To A ......... ......... Mo LINCOLN PROPERTY CO R R AN 35) 1464 /3''x 1/2° IRON WATER MAIN 11400 SE 6th SY Suite 220 125 - - ----- ------- ALUMINUMS7 Ut A N� 5 0 DUCTIL E 25 CORFJa,:TIOIVS "BLOWU SAND 8=- ......... ... ................. BelleVl;e, WaShIngton _98004 F -ey COAL -ORLUMMF a V5E OF A X0# ------- ... ..... A860 "FER - TO. SAMIARY SEWER -PL h, FILL BETWEEN CARRIER A 1A O�Z _R 2 ........ (A8G0 20 j lv aVY4 9AW "Qr 1 AN -j;;l1t�v ..... IWWRMN LANDING FOR FUfiTN£! 2L2O`S7_FFk 19ASfNG& M MR a:.q41V1rAkY SEWER PIPE MrTR 'W�.5 ....... ........ ...... EX4C-r-9EP'TH: 8 SrEEL CASINS. A:dAslkij tst6?* DRAlik F-5�10HING PLAN MYST-SE. PREPARED By T14'r ... ...... L BE SEAL 807HENDS OF Aivig: i-�� LL 7HREF CASING INVERTS SIVAL -1.0%-MM SLOPE �JACK 8 BORE'G 7AXGI`OR� r ...... IDENTICAL, -25.� @ UPHILL END 8 THE CASING WITH A SANSEWERMH. : : : : : 'UM1( B. N. R R. JACK 8 _R ORE P/L Ah! - ----------- ?W/V ... MOWN. A 12G2 PACIFIC SEAL 11110. *V ........ .... -?5. GO@ DOWNHILL END. 12 THICK 09OU T PLUG !206) e4S4-3743 OR BE35-7677 15 ---------- ------ ......... ......... CASING SPACERS (THREE ......... - ---------------- FER PIPE SEGMENT) +WTYhV rhF ........ . . ............ ... . ... PLANS T�Zf L11LV7ERSE RILM-1 Z4 AX_ "47 ......... _R SCAL 2L - --------- --------- ......... ......... 00008 ENGINEERS, INC. UP AE: /�rl�$ 9.'*;-R-: R1W ..... . P. UF ---------- --------- ....... B,�lz four) - �ff. 4�� - ------------- --- - ......... ......... ......... .................... /0 ------------- ----- 4205 - 14e th AVENUE N0RTHEAST 64000N. 4$ :I"--10!H0R1A0&T4L I ....... ---- --- -------- ......... ...... ......... ---- --- BELLEVUE, 'VVASHIM�-TON 9B007 Ir, �P, ... ......... ......... ......... ......... ------------ 5 ......... ......... --------- ......... D\NN D. PPER BOOK PROJ NO ------- ----------- .......... 41AGK a BORE SECrION A ®� ... . ............. t&LtF.,-oN.AR&M N.4-iqF66 A� .................................... J ................. ...... . . ............ ................................ 24 /.E, eS--V- 25.53 901;�7 ...................... ................ 2'- 0 OaTL MAY ;_985 81011C) AF-.0 R LEWIS, JR.,PE SH T 0, 15