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Home My WebLink AboutS-212201SANITARY SEWER MAIN EXTENSION PLAN /--P,.,,ROFIL-2 SA- 12,1-011 TALBOT = / STA. 100+00 LARDY ^U1 Rr /.MOVf/R,u,,,EPLACEaT "cb` ,u� . O APPROXIMATE LOCATION { . OF, FSEROPTIC CON�DUIT CONTRACTOR SBALi SECURE AND .. PROTECT DURING OONSTRWCT.*N, " REPLACE EXISTING NDCNARECT TO EkFSTNG 1 Dfi O DRIVEWAY WITH CURB, GUTTER &• ® EIE7AIL CONC. ;IVAL.M PER CITY ST05... STA. A3'P.v.ilS' LIL�� SEE 947. C -5 SS 5 STA CALITRON: UTILITY CROSSING RigMpig EX. WX#IR STD 1O2fiH ^ # ♦. NaOT HOLE` TO LOCATE EXISTING (AF>� T CONSTRUCTION STD 066 WMLIT&S PRIOR TO CONSTRUCTION `.yS• OF SANGTAiR1' R'FiR) .. oQ . PER CRY SM. . - � .cc�. ' V• FF IA� HANDICAP RAW,, - PEAR CRY DETAIL RETIE EXGF CIlW$, GUTTERR, & � EK. POWER � M'lw m - - -- BEFORE DIGGING, CONTACT APPROACH PER C Y OF To BE RELI 4 l UTILITY CONFLICT NOTE: REMOVE EK. J 90X o 4 aP -' ° °'=" M'+A'ER�N;D 5T52u�CTI�DN) CONTRACTORS c- •00R,NATE-WCfH ? I q UTILITY LOCATE 0 $ PER CITY STANDARDS PO MPANY OWSECURING POLE - - �- L CAUTIGN: THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, & DEPTH 1- 800 - 424 -5555 OF ALL MISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL & VERTICAL LOCATION PRIOR TO CONSTRUCTION. ' ■ SCALE. 1 =2O THIS SHALL NCLUDE CALLING UTILITY LOCATE D 1- 800 - 424 -5555 AND THEN POTHOLING +Td1 CF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY GROSSING TO PHYSlCAldY VERIFY" :WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THEE PLANS ARE (BASED 'UPON THE 'UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCWR. THE CONTRACTOR SHALL CONSULT BARGHAUSEN CONSULTING ` E.tNGRNE#'.RS, NC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. SA- 12,1-011 TALBOT = / STA. 100+00 LARDY ^U1 Rr /.MOVf/R,u,,,EPLACEaT "cb` ,u� . O APPROXIMATE LOCATION { . OF, FSEROPTIC CON�DUIT CONTRACTOR SBALi SECURE AND .. PROTECT DURING OONSTRWCT.*N, " REPLACE EXISTING NDCNARECT TO EkFSTNG 1 Dfi O DRIVEWAY WITH CURB, GUTTER &• ® EIE7AIL CONC. ;IVAL.M PER CITY ST05... STA. A3'P.v.ilS' LIL�� SEE 947. C -5 SS 5 STA CALITRON: UTILITY CROSSING RigMpig EX. WX#IR STD 1O2fiH ^ # ♦. NaOT HOLE` TO LOCATE EXISTING (AF>� T CONSTRUCTION STD 066 WMLIT&S PRIOR TO CONSTRUCTION `.yS• OF SANGTAiR1' R'FiR) .. oQ . PER CRY SM. . - � .cc�. ' V• FF IA� HANDICAP RAW,, - PEAR CRY DETAIL RETIE EXGF CIlW$, GUTTERR, & � EK. POWER � M'lw m - JOINT STABILIZE TRAFFIC SIG POLE AND PROVIDE ADEQUATE SN NG OF UTILITY EXCAVATION FOR � 4 PROT'ECTKIN OF POLE AND,' J 12.08.19• E FOUNDATION. W F 1.16 REMOVE /REPI -\E STING SIDEWALK AT NEAREST EXPANS N JOINT AS ' cfi NECESSAR'R FOR SAN. SEWER INSTALLATION 100t981 5f? Rr. - 26.39 _ END OF EXIST,��0.89 (3' /NJ WALK. 20.74 ��((�� _ F (3" OUTN' ' INSTALL. CONC. WALK � • e 1 \ BETWEEN EXIST. CURB 000e , AND R/W UNE (TO STA W¢ 101 +40) S° S$ 10' WIDE PUBLIC / UTILITY EASEMENT q1 �� •. ST +78, I ZP �SCO 3 L = 206.73' f A _ TJ] + O E L �( O 4D Q U m r Q a c m ID E® � Tn o c m c- 0 ¢Wwo ccl (.) o o CD -0 0 CD O Q c O (D J O -le � O U � � ca X j m O a #2 p = 03.08'07 3 LF 6" PVC ` 4 `°\ lLl 62' L T. @ MANHO uTI62 {y W An e _ I___ REMOVE EXIST. CWUNLIX J, �UT9TX FA.IIffNT = N Z N57-M -1 �� FENCE REPLACE Pueuc utnlry GFLF 3"PV SMITNERS AVE S. T. SIDEWALK �' J REMOVE SSA IN KIND AFTER ,CON EASEMENT ' - DVE & REPLACE AS NE ESSARY FOR INSTALLATION STRUCTION.- .;._"- ' � ST 16 LT 58• \\, � � } . -BOX TO OF 'SEWER REPLACE -PER . • ' - ,.. ^' �� \ TRAFFIC Sli`.tlAL SOJ \ N u EAEkC,OF HALM CITY STDS. {CET: ON SHT. C -5) - . ` _ / CONTROL iS -� _ TO REMAIN.. CONTROL BOX & J BOX AND ('FROYNV W E:K CURB & GUTTER G �, �, a l \ -�, ,a INEPLlnCE h . ,.i_ 7a:•�. y _ R = 250.00• THE INTERSECTION TRAFFIC SIGNALIZATIONN� Q Z PAVEMENT - ' ,,� � � � Bi02�9 �L�'�. � •< � A_ � / L = 66-9 % SYSTEM MUST REMAIN OPERATK3NUL \ "\ t/1, z >OiT. SA'ACUT .AND FREIIAOVE ETC. PA EX V! _ AS NECESSARY FOR NNSAA7ll947K9N 'OF � IN � ®y / p = i520•'J9° DURING CONSTRUCTION. {� SANITARY STOP u N zAS - -- >� _ �T" s?s cN6 's �. z ZZ d Q LIMITS OF ASPHALT / FEW:E TO PROP_ ° Q a R�TN uRTw Y uNSTA1uATUONS NG ` _. . APPROXIMATE AND MAY %% I LICSG AS SH0T1'A1 CIO �j UPON Sow COTIDNRtlO}NS AND THE CCNTRACTORS \�. _ • -_ REARDUE Eac OCNO2ETE WALK awRa CUTTER s ff PRDFNLE3 R = 250.0 16ERXUP7 CAE (TYP) Et rRt AAID Qe °� \ ` Q �- a m Z AS NECESSARY AT NEAREST EXPANSION 90RJTS 4556 E a REPLACE (ar-afR Six£RISTRL1cT1ON) FOR CNNRS"ZOCTRGN OF SAIL SEVJER / \i81 / ss M p = x8'46 "46° R = 13BZ42 PER Cff sFNOxDAFtDS `\ 1 < VQO R ON RIND_ .� 17 Z`Aly STA 1' LT T• L = 81 94• J L = 223.33' \..... Z Q I- \ STA 23.38 L T Z 15. -= 0915'23° Q 0 Z Z 2429 SS NO FENCE �j °� ui 7' WIDE �PUBUC {{.l1TIL1�T))'Yy ��1 ♦/� EXWME CATCH BASN� /SL75(8° /NJ BY 0 EEVELNTOTORBEAACUUIRED STA. /2-1 X56' L T. REPLACEMENT - : FIN. GRADE - - vJ vJ W Z cr 22 i/2 VERT BEND-- AND ORASN PIPE AS E - /�O9//BYJ� .... RIM 26.4... IN PLANTER - NECESSARY OR - Z Z INSTALLATION OF 6.8 /E _ /6.38 3 uj s MH 30 Rw_ 0 .' iE Q RSM 17 SHT (FL INS} GRADE) IE 12.10 5 ;E 1N 7. 5 ~ JE = 85 i W X O SS NMI/ /11fR 4 EXST. GRADE IE N 4o E _, - - - -- -- — — ~ /� IE UT =7 20 - STA 13 +88 (X153, PRESSURE _ _ .. - 627 ri� o CAS L - - - - -- 47 LF 8- SS @ 20 Rx. z< _ .&3B' LF - 3' FOACED LINE 4VATERMA ° S 13 +49, STA. 13+47 :. - - .4.39•°6 144 LF - 8" SS @ 0.83% /44 LF - 8" SS @ /-48% SS MH #! ; o vT s .TELEPHONE - - - - o 22 1/7 - .. -.. 43L 18' "C :. c3 o v / - 257 LF 8' PV 0.40% z U o CD 2 per' 97 LF 18 FNC 0 0.129 85 LF ' 8 C 0.729 . + Q o = 178 LF 18` PVC 0.12% `�z OD '$ ,o� 10 /1L♦ moo mm �� 1F 2 g °9• I E - I I OS -. :. ®1sT_ nDS �' c SS MH #3 1 � c = METRO sEAER 43 L - (8' SS R 24.6% MH #2 i CONNECT PER DETAIL. SHT C -11 ' N 0 V+ LD J • a v"'. c z W �sv W o io . ^' >. W y �. .. .- J � � a N � S. a - a c .P CO oo� _ .. < <n zssz7 � nn''tt i a = � mm cz 0 ca ONAL EN EXPIRES 01 -07 -95 V J r max-. CITY OF RENTON DEPARTMENT CF PUBLIC WORKS SANITARY SEWER. EXTENSION PROFILE AS -BUILT REVISIONS JSG JSG 8 -12 -94 SCALE: 1• = 20' HGRIZ 1' 10• VERT 45BUILT JSG JSe 6 -20 -94 ARCO AM /PM MINIMARKET .. -.. -. - .... .. -. ... ..- -.: :. 5 REVISE SEWER CONNECTION JSG JSG 11 -8 -93 - PROFILE SS EXTENTION PLAN 8L 4 MISC. REVISIONS PER REVIEW AK JSG 9 -29 -93 - - - - 3 REVIDED PER UTILITY REVIEW DAP JSG 9 -15 -93 DESNGNED DAP - DATE 3/15/93 FILE N0. — 2 MISC. REV. PER CITY DAP JSG 8 -9 -93 OHAWN CAD A' 1 PER CITY RENEW DAP JSG 5 -25 -53 — — CHECKED DAP SCALE 1" = 20' FIELD GOOK PAGE_ '•. _- ' E: +e6s'` ... .. ... - .. .... - - ... ..... ...... .. - - NO. flEY18KIN BY APPR. DATE APPROVED ca.c a. o- F�«c n'crx� SHEET C S OF 14 Ii I I I I 1 / I 1 I I l i 1 11 I 1 -- I i I 1 1 1 I i Z O F U' Z 2 co Q z O z Ill } J Q [L Z D M oaoasTRL Cr 4® WME ORNEWU E SUPPLY J -: S T S APPROACH PER C Y OF To BE RELI 4 - REMOVE EK. J 90X o 4 aP -' ° °'=" M'+A'ER�N;D 5T52u�CTI�DN) CONTRACTORS c- •00R,NATE-WCfH ? I q qt $ $ PER CITY STANDARDS PO MPANY OWSECURING POLE - - �- L L „ `12' WIDE PUBLIC JOINT STABILIZE TRAFFIC SIG POLE AND PROVIDE ADEQUATE SN NG OF UTILITY EXCAVATION FOR � 4 PROT'ECTKIN OF POLE AND,' J 12.08.19• E FOUNDATION. W F 1.16 REMOVE /REPI -\E STING SIDEWALK AT NEAREST EXPANS N JOINT AS ' cfi NECESSAR'R FOR SAN. SEWER INSTALLATION 100t981 5f? Rr. - 26.39 _ END OF EXIST,��0.89 (3' /NJ WALK. 20.74 ��((�� _ F (3" OUTN' ' INSTALL. CONC. WALK � • e 1 \ BETWEEN EXIST. CURB 000e , AND R/W UNE (TO STA W¢ 101 +40) S° S$ 10' WIDE PUBLIC / UTILITY EASEMENT q1 �� •. ST +78, I ZP �SCO 3 L = 206.73' f A _ TJ] + O E L �( O 4D Q U m r Q a c m ID E® � Tn o c m c- 0 ¢Wwo ccl (.) o o CD -0 0 CD O Q c O (D J O -le � O U � � ca X j m O a #2 p = 03.08'07 3 LF 6" PVC ` 4 `°\ lLl 62' L T. @ MANHO uTI62 {y W An e _ I___ REMOVE EXIST. CWUNLIX J, �UT9TX FA.IIffNT = N Z N57-M -1 �� FENCE REPLACE Pueuc utnlry GFLF 3"PV SMITNERS AVE S. T. SIDEWALK �' J REMOVE SSA IN KIND AFTER ,CON EASEMENT ' - DVE & REPLACE AS NE ESSARY FOR INSTALLATION STRUCTION.- .;._"- ' � ST 16 LT 58• \\, � � } . -BOX TO OF 'SEWER REPLACE -PER . • ' - ,.. ^' �� \ TRAFFIC Sli`.tlAL SOJ \ N u EAEkC,OF HALM CITY STDS. {CET: ON SHT. C -5) - . ` _ / CONTROL iS -� _ TO REMAIN.. CONTROL BOX & J BOX AND ('FROYNV W E:K CURB & GUTTER G �, �, a l \ -�, ,a INEPLlnCE h . ,.i_ 7a:•�. y _ R = 250.00• THE INTERSECTION TRAFFIC SIGNALIZATIONN� Q Z PAVEMENT - ' ,,� � � � Bi02�9 �L�'�. � •< � A_ � / L = 66-9 % SYSTEM MUST REMAIN OPERATK3NUL \ "\ t/1, z >OiT. SA'ACUT .AND FREIIAOVE ETC. PA EX V! _ AS NECESSARY FOR NNSAA7ll947K9N 'OF � IN � ®y / p = i520•'J9° DURING CONSTRUCTION. {� SANITARY STOP u N zAS - -- >� _ �T" s?s cN6 's �. z ZZ d Q LIMITS OF ASPHALT / FEW:E TO PROP_ ° Q a R�TN uRTw Y uNSTA1uATUONS NG ` _. . APPROXIMATE AND MAY %% I LICSG AS SH0T1'A1 CIO �j UPON Sow COTIDNRtlO}NS AND THE CCNTRACTORS \�. _ • -_ REARDUE Eac OCNO2ETE WALK awRa CUTTER s ff PRDFNLE3 R = 250.0 16ERXUP7 CAE (TYP) Et rRt AAID Qe °� \ ` Q �- a m Z AS NECESSARY AT NEAREST EXPANSION 90RJTS 4556 E a REPLACE (ar-afR Six£RISTRL1cT1ON) FOR CNNRS"ZOCTRGN OF SAIL SEVJER / \i81 / ss M p = x8'46 "46° R = 13BZ42 PER Cff sFNOxDAFtDS `\ 1 < VQO R ON RIND_ .� 17 Z`Aly STA 1' LT T• L = 81 94• J L = 223.33' \..... Z Q I- \ STA 23.38 L T Z 15. -= 0915'23° Q 0 Z Z 2429 SS NO FENCE �j °� ui 7' WIDE �PUBUC {{.l1TIL1�T))'Yy ��1 ♦/� EXWME CATCH BASN� /SL75(8° /NJ BY 0 EEVELNTOTORBEAACUUIRED STA. /2-1 X56' L T. REPLACEMENT - : FIN. GRADE - - vJ vJ W Z cr 22 i/2 VERT BEND-- AND ORASN PIPE AS E - /�O9//BYJ� .... RIM 26.4... IN PLANTER - NECESSARY OR - Z Z INSTALLATION OF 6.8 /E _ /6.38 3 uj s MH 30 Rw_ 0 .' iE Q RSM 17 SHT (FL INS} GRADE) IE 12.10 5 ;E 1N 7. 5 ~ JE = 85 i W X O SS NMI/ /11fR 4 EXST. GRADE IE N 4o E _, - - - -- -- — — ~ /� IE UT =7 20 - STA 13 +88 (X153, PRESSURE _ _ .. - 627 ri� o CAS L - - - - -- 47 LF 8- SS @ 20 Rx. z< _ .&3B' LF - 3' FOACED LINE 4VATERMA ° S 13 +49, STA. 13+47 :. - - .4.39•°6 144 LF - 8" SS @ 0.83% /44 LF - 8" SS @ /-48% SS MH #! ; o vT s .TELEPHONE - - - - o 22 1/7 - .. -.. 43L 18' "C :. c3 o v / - 257 LF 8' PV 0.40% z U o CD 2 per' 97 LF 18 FNC 0 0.129 85 LF ' 8 C 0.729 . + Q o = 178 LF 18` PVC 0.12% `�z OD '$ ,o� 10 /1L♦ moo mm �� 1F 2 g °9• I E - I I OS -. :. ®1sT_ nDS �' c SS MH #3 1 � c = METRO sEAER 43 L - (8' SS R 24.6% MH #2 i CONNECT PER DETAIL. SHT C -11 ' N 0 V+ LD J • a v"'. c z W �sv W o io . ^' >. W y �. .. .- J � � a N � S. a - a c .P CO oo� _ .. < <n zssz7 � nn''tt i a = � mm cz 0 ca ONAL EN EXPIRES 01 -07 -95 V J r max-. CITY OF RENTON DEPARTMENT CF PUBLIC WORKS SANITARY SEWER. EXTENSION PROFILE AS -BUILT REVISIONS JSG JSG 8 -12 -94 SCALE: 1• = 20' HGRIZ 1' 10• VERT 45BUILT JSG JSe 6 -20 -94 ARCO AM /PM MINIMARKET .. -.. -. - .... .. -. ... ..- -.: :. 5 REVISE SEWER CONNECTION JSG JSG 11 -8 -93 - PROFILE SS EXTENTION PLAN 8L 4 MISC. REVISIONS PER REVIEW AK JSG 9 -29 -93 - - - - 3 REVIDED PER UTILITY REVIEW DAP JSG 9 -15 -93 DESNGNED DAP - DATE 3/15/93 FILE N0. — 2 MISC. REV. PER CITY DAP JSG 8 -9 -93 OHAWN CAD A' 1 PER CITY RENEW DAP JSG 5 -25 -53 — — CHECKED DAP SCALE 1" = 20' FIELD GOOK PAGE_ '•. _- ' E: +e6s'` ... .. ... - .. .... - - ... ..... ...... .. - - NO. flEY18KIN BY APPR. DATE APPROVED ca.c a. o- F�«c n'crx� SHEET C S OF 14 Ii I I I I 1 / I 1 I I l i 1 11 I 1 -- I i I 1 1 1 I i Z O F U' Z 2 co Q z O z Ill } J Q [L Z D M