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HomeMy WebLinkAboutS-070513.73 . 0 1� Q -; . So - ONT, ? 0 N 174 O L K. f JWO'_� U.P 340, 13L /l DE NO 5 .30-f 30 /65/ 590.0 N- 17-i - INFLUFNT /65/, 4.6S 80 ' N /74 504. 00 EASM T E 1650,-989.48 srRUCTURr_ 12" SLUDGF FORCE MAINS I f P _ ?�: �2 - _ T'�- _ • 120 ® _ � 09 ••� y_ - E 13L L(' DE 7- NCB. EL EC ovC - 5EE &0 _ RZ_A Al PeOF /L 5, LOW,5e A' 7' ,BOP /NG gokrN�. &0 �� - /40 /35 - -° _ _ - 8 �` • F/vD Of SCff!`n /ll f. FM Of /9. /7 /110. 2/ �NO. Z2 5EE 5L /l 0E7- NO. l �. - "� `� 96 N, / 74, /7/. 34 �' - o,PrNG NO. ti �� O _ 155 --� -V � �P F M. /65! /06.60 E.1651,996-63 _ - 2'G.I /%° 96 ��EFFL UENT EWER � �, O _ 2 G. I, WA ER N z 0 \' /TY N TuKw /LA \ 160 ' ACCE55 RD' W Y ! Ll/ F DWG. I , ) / \ \ \ i�S �`�S • 2 S DGE FORC N�._ FFFL UENT _ Q 5EE TYP. II 5EC 7 ­ SEE 7 VP BPD. 5EC T J11N _ �' - `� I . - __= \ • FOP SPAC S 1JCTII10E -� /0" END OF 4 '� C. I. l7/ATER N1. (t OF 4",40,10"C. I. W,4 TE"\MA /AIS I)WG_ P/O.:� 1,30 125 /20 115 //O N ACCESS ROAD FINISHED ELEVATIONS L 57A. -100 L T. EX /.!5 T. /19.0 EX / 5 r 0 4 ?5 EX/r) T. /28.2 126.0 ire-/ 50 FXI'_ 7T /17.0 106.5 / Y ()U /2'5.6 115.6 125.4 _ 2*06) !e4 -. 7 / <<i. 5 12413 �ef00 124.2 124.0 /23.8 3475 lZ4.0 124:0 12¢.0 4 f 7 51 /14.5 /24. 124.5 PROFILE —ACCESS ROAD AND FORCE MAINS SCALE: HORIZONTAL 111= 501,VERTICAL 111 =51 M. of�'9.1/ # 4 C /2 °EA. WA 2 - #�, "IY�-' ; /E 7n -�` -- # 0)1Z "EA. Yf/AY- \5 P/ECE �/ 174 / //. 61 TOP � BOTT `>T,_. ��� LjENT /2 " ToP Qorr BEND � - TOP � BC�TT I TYPICAL ACCESS ROAD SECTION SCALE : 111= 101 I I N. RR)", ;, INFL. CONTROL q E. 165/ 89,6.1/ i O F- M. 4177-12 _� IQ I I t STRLICT. -- - - - -- 13- 2 /_0 !�/EL DED OAP TE/VS/ON ✓NTS' T/E TO HOOP /Z, APE. STL $ /V. / 74, 3/4. / 7 IO( I I I + j i -4 N �°RS' %�'AG� ms`s t 14- — � v TO 3 T to 6o i ALL A�PO�rVO, TYP. E 16 51, 485. oo I I I I , I INF-L . - - -_ - -- --== - - - - -- X5'0 / FIELD I� I I j I tnJ C3 It /IV CP lV COIVTPOL . GELD ' _ __4 5TPUCTD PIPE, r w 124. TYI° O W 4 012 EA. 23 I WA Y, roP O Bo T T ' 125 - - - /O #A 6, 4-, 0, EVENL Y `, 0 2 "1FA)? 5' / SPACED ALL AiPOUND TYP. 250# TYP SEE / �' �� 1 - - I� III ; �, 120 F. a SECT. 'A "- �— FM. 3469,12 l 6 6 / /V. 174, .340.00 �� 6 /O/ O HOOPED 6 I D- l0 GAGE ELEC. CONDUIT E. 1651, 590.00 �,� , I (0 , AROUND PIPE CMP CA5 /NCB' PIPE 4,v- D. # 4 C� /2 " "EA. /�/AY S'yOP Vl/EL DID J N T c� � 38 "" X 24 L O - HED ' CA 5 //V G �3E'lVT /Z - TOP 4' 80 77 - - - BOLT TO FLG, TYP, SHOP WEL D TIE r0 HORIZ RE.5TL. ALL AROUND, TYP 3PC. BEND 250LB.D ILLED DETAIL NO. 3 ELECTRIC CONDUIT & CASING Y 4REQD 2�/ B" 7 2" /VOLES SCALE: HORIZONTAL I11 =501 VERTICAL 111 =101 — 6# 6, /O -O, BEND 90° - 4 ' \� HOOPED AROUND DETAIL NO. I DETAIL NO. Z DOUBLE 24 O.D L/ACKE-D /. C'OAIC. 13ACKFILL IN5 10E L0- HEO P� )oF was", PIpE- 5EE PLAN S7-f-/_7Z CASING I JACKED CASING TO BE S rRCIC 1` � a z� O t -� �l SPACE COMPLETEL`/ CONC . F/LL ED WATH 5AMD w _P W HOOPED /0 -0 -7— NJl, �,�' (BLOWN //Y 7-0 RZACZ- 2. ALL RE BAe,5 TO HAVE 2' /COVER �N G1ST������� l' / —lO # 6, 4 ` -D El/ENL Y 9 -O :�� r.� �u ~ -- /0 E AROUND P /PE /r 3. TH/CKNES5 OF BLOCKS �PEMOtiE THIS p - ? -a ._ NAL cp , SPACEO ALL AROUN - - _ � - -s- - = f ON 2 F 5 TO s'Tk'ADl�LE !%! ; - .- lr.- SCHEDULE I. TYP. /N5 /DE PIPE r' ' " BLOCK NO. CONC. THICrIV556 �� 2�0 - 2' -o -t t - %\ NO. I 6 "OVE�P TO 6"IJAIDf�'PIPE MUNICIPALITY OF METROPOLITAN SEATTLE o - ,ro - - -- -- _ F ��• SECTION A 0� N .. SEWAGE DISPOSAL PROJECT j N0.2 1 -0 1 -0 — — — _ o. - �, No..� /'_0 .. /,-0 ,. w - - t a�/ -� ► - - _ -� G� - i No. ¢ I I -0 1'- 0 RENT 0 N SYSTEM 38 "X24 "LO-HED� - -- L F. M. /04/4. 60 17��GP \� 1 f�k 0 NQ.5 l�-0 /' -D RENTON SEWAGE TREATMENT PLANT S _ CASING IV N. /74 504.00 INFLUENT & EFFLUENT SEWERS Z, D F. M. B f 9 T /O E. 1650, 989.48 4. A L L 8L OCK-5 TO HAVE 6 '�CL.IL BACKFI L L o N, 174, 497.30 CAS /NCB �� ACCESS ROAD i E. 1651106- 79 SEE SECT /ON BL /ND FLANGE UNDE�f'. Y AT RIGHT 2'C 250 # F. (` D. 4' CHAIYNEL /)90 1Y Sid /DS o� F FORCE MAINS 4 0 12 EA. W,4 STRAPPEL�TD FORCE MAIN - 5 ALL 3ACKF /LL F ORCE MA11V9BETW METROPOLITAN ENGINEERS /30 120 //0 DETAIL NO. 4 BE/VT 12 "TOP soTr. FM. 4177 /2 TO FM. /04 /¢. G'O TO 13F CL. BROWN AND CALDWELL CAREY AND KRAMER TIE TO HOPI Z. RE. STL, ALL A,PbUND, TYP. D E T A i L N O. 5 6, l0 O HOOPED SECTION N HILL AND INGMAN R.W BECK AND ASSOCIATES A /►ROVED R[COMM[R 9 A 20UlVD PIPE TYPICAL R R. CASING DRAwm T-)W& Project Engineer - Metropoli�e„ nginews AS �OI��� Fer Metropolitan Engineers CM[CR[D E AI ►ROV[ , BLOCKINGDETAILS ,= BURMITTED --- C E i per Metrepeliten in.ers �N 0 SCALE DATE DEC 24, 1963 NO SCALE �� ���� DATE BILE MUM 3NEET MUMKR �1 pp O MU raER ,or Municipality of Metropolitan Seattle MAY 19 61 . R 2 0) A 12 a, 4v P 1 0 4 �.11�� Cali■ ■' 0 mm NMI ■ r' . �`■ �� ■I `ice �. �■ ■� �� � _ PROFILE —ACCESS ROAD AND FORCE MAINS SCALE: HORIZONTAL 111= 501,VERTICAL 111 =51 M. of�'9.1/ # 4 C /2 °EA. WA 2 - #�, "IY�-' ; /E 7n -�` -- # 0)1Z "EA. Yf/AY- \5 P/ECE �/ 174 / //. 61 TOP � BOTT `>T,_. ��� LjENT /2 " ToP Qorr BEND � - TOP � BC�TT I TYPICAL ACCESS ROAD SECTION SCALE : 111= 101 I I N. RR)", ;, INFL. CONTROL q E. 165/ 89,6.1/ i O F- M. 4177-12 _� IQ I I t STRLICT. -- - - - -- 13- 2 /_0 !�/EL DED OAP TE/VS/ON ✓NTS' T/E TO HOOP /Z, APE. STL $ /V. / 74, 3/4. / 7 IO( I I I + j i -4 N �°RS' %�'AG� ms`s t 14- — � v TO 3 T to 6o i ALL A�PO�rVO, TYP. E 16 51, 485. oo I I I I , I INF-L . - - -_ - -- --== - - - - -- X5'0 / FIELD I� I I j I tnJ C3 It /IV CP lV COIVTPOL . GELD ' _ __4 5TPUCTD PIPE, r w 124. TYI° O W 4 012 EA. 23 I WA Y, roP O Bo T T ' 125 - - - /O #A 6, 4-, 0, EVENL Y `, 0 2 "1FA)? 5' / SPACED ALL AiPOUND TYP. 250# TYP SEE / �' �� 1 - - I� III ; �, 120 F. a SECT. 'A "- �— FM. 3469,12 l 6 6 / /V. 174, .340.00 �� 6 /O/ O HOOPED 6 I D- l0 GAGE ELEC. CONDUIT E. 1651, 590.00 �,� , I (0 , AROUND PIPE CMP CA5 /NCB' PIPE 4,v- D. # 4 C� /2 " "EA. /�/AY S'yOP Vl/EL DID J N T c� � 38 "" X 24 L O - HED ' CA 5 //V G �3E'lVT /Z - TOP 4' 80 77 - - - BOLT TO FLG, TYP, SHOP WEL D TIE r0 HORIZ RE.5TL. ALL AROUND, TYP 3PC. BEND 250LB.D ILLED DETAIL NO. 3 ELECTRIC CONDUIT & CASING Y 4REQD 2�/ B" 7 2" /VOLES SCALE: HORIZONTAL I11 =501 VERTICAL 111 =101 — 6# 6, /O -O, BEND 90° - 4 ' \� HOOPED AROUND DETAIL NO. I DETAIL NO. Z DOUBLE 24 O.D L/ACKE-D /. C'OAIC. 13ACKFILL IN5 10E L0- HEO P� )oF was", PIpE- 5EE PLAN S7-f-/_7Z CASING I JACKED CASING TO BE S rRCIC 1` � a z� O t -� �l SPACE COMPLETEL`/ CONC . F/LL ED WATH 5AMD w _P W HOOPED /0 -0 -7— NJl, �,�' (BLOWN //Y 7-0 RZACZ- 2. ALL RE BAe,5 TO HAVE 2' /COVER �N G1ST������� l' / —lO # 6, 4 ` -D El/ENL Y 9 -O :�� r.� �u ~ -- /0 E AROUND P /PE /r 3. TH/CKNES5 OF BLOCKS �PEMOtiE THIS p - ? -a ._ NAL cp , SPACEO ALL AROUN - - _ � - -s- - = f ON 2 F 5 TO s'Tk'ADl�LE !%! ; - .- lr.- SCHEDULE I. TYP. /N5 /DE PIPE r' ' " BLOCK NO. CONC. THICrIV556 �� 2�0 - 2' -o -t t - %\ NO. I 6 "OVE�P TO 6"IJAIDf�'PIPE MUNICIPALITY OF METROPOLITAN SEATTLE o - ,ro - - -- -- _ F ��• SECTION A 0� N .. SEWAGE DISPOSAL PROJECT j N0.2 1 -0 1 -0 — — — _ o. - �, No..� /'_0 .. /,-0 ,. w - - t a�/ -� ► - - _ -� G� - i No. ¢ I I -0 1'- 0 RENT 0 N SYSTEM 38 "X24 "LO-HED� - -- L F. M. /04/4. 60 17��GP \� 1 f�k 0 NQ.5 l�-0 /' -D RENTON SEWAGE TREATMENT PLANT S _ CASING IV N. /74 504.00 INFLUENT & EFFLUENT SEWERS Z, D F. M. B f 9 T /O E. 1650, 989.48 4. A L L 8L OCK-5 TO HAVE 6 '�CL.IL BACKFI L L o N, 174, 497.30 CAS /NCB �� ACCESS ROAD i E. 1651106- 79 SEE SECT /ON BL /ND FLANGE UNDE�f'. Y AT RIGHT 2'C 250 # F. (` D. 4' CHAIYNEL /)90 1Y Sid /DS o� F FORCE MAINS 4 0 12 EA. W,4 STRAPPEL�TD FORCE MAIN - 5 ALL 3ACKF /LL F ORCE MA11V9BETW METROPOLITAN ENGINEERS /30 120 //0 DETAIL NO. 4 BE/VT 12 "TOP soTr. FM. 4177 /2 TO FM. /04 /¢. G'O TO 13F CL. BROWN AND CALDWELL CAREY AND KRAMER TIE TO HOPI Z. RE. STL, ALL A,PbUND, TYP. D E T A i L N O. 5 6, l0 O HOOPED SECTION N HILL AND INGMAN R.W BECK AND ASSOCIATES A /►ROVED R[COMM[R 9 A 20UlVD PIPE TYPICAL R R. CASING DRAwm T-)W& Project Engineer - Metropoli�e„ nginews AS �OI��� Fer Metropolitan Engineers CM[CR[D E AI ►ROV[ , BLOCKINGDETAILS ,= BURMITTED --- C E i per Metrepeliten in.ers �N 0 SCALE DATE DEC 24, 1963 NO SCALE �� ���� DATE BILE MUM 3NEET MUMKR �1 pp O MU raER ,or Municipality of Metropolitan Seattle MAY 19 61 . R 2 0) A 12 a, 4v P 1 0 4