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HomeMy WebLinkAboutWWP273223O J Z�, �, 11-7eY 11111 IMME z � z m z m c� z r^ -+ m C) O Z z g a z m A 0 y 47 m 0 y A Z 0 X m m a --"i n K Cn �I �I NI Cn m y 3 Y� Z u Q v 0 A a �j Cl) W fD ,a � v o n � � o ' fD N � M m m n oo N (D CA N � S=r W = 0 CD w O 0 v D M ? N'A M O M 3 CO N �( M C a y CD CL v 0v n tD O -a C a O co) v O p n O �1 `G LC O v � M a: O y -� 41 9 y o tD 00 _ . p D OD YZ m M w n AZLVI O I O wzm� A0wZ 0 0 � 0 CA Z o, IES4 Site Data CITY OF RENTON 3555 NE 2ND ST RENTON, WA 98055 (425) 430-7400 Project Name Site ID City Street Starting Dist. 5330W 3 Renton 34th ST�a;Lind 0.0 Date Time M.H. Start M.H. Stop M.H. Depth Pipe Size(in) 05/21/2007 07:46:01 AM 5330032 5330031 9.8 8 Type of Pipe Direction Surface Condition Final Dist(ft) PVC Away-D Pared Asphalt +181.8 1 Distance Alpha Coded defects F 5330032 0.0 looking down mh 7.0 —25.1 1*1 a INSPECTION BEGIN UPSTREAM CONNECTION FACTORY LEFT Pict 1 Pict 2 Video Comments !� 2-pipes in mh#5330-032 f good connection 5330031 I 181.8 INSPECTION END DOWNSTREAM f 3-pipes in mh#31 0 17 0 v r v n 0 a m O n m o v m m n N � CD CD _ n N � =r 7 N n CA o 3 g 3 � n o o N .* p C 7 co .� m �m CO CD 0 n A = n o v m 0 a 0 ca v o o `D o 0 v .a (D N o o D) N CD . o n � y Li .- m w n z (A -� N O 4?m0 „ 24Dzm z o N Z tn CITY OF RENTON V. CUES Site Data 3555 NE 2ND ST RENTON, WA 98055 t (425) 430-7400 Project Name Site ID City Street Starting Dist. 5330W 1 Renton 700SW 34th ST 0.0 Date Time M.H. Start M.H. Stop M.H. Depth Pipe Size(in) 06/15/2006 07:38:52 AM unmapped unmapped 4.0 8 Type of Pipe Direction Surface Condition Final Dist(ft) PVC Away-D Pared Concrete +346.1 Distance Alpha Coded defects unmapped f -0.0 looking down mh to 1 -8.0 INSPECTION BEGIN UPSTREAM 62.9 CONNECTION FACTORY LEFT Pict 1 Pict 2 Video Comments mh full of construction debri top of line rr f good connection unmapped 1. .1 INSPECTION END DOWNSTREAM &M 2-pipes in buried unmapped mh O c a 0 Z Cl) O m � 0 7 N m n o M CD c� v n N m m D 3 n O n x M 0 N N OfD cr r NV CD 0 � O. N M 0 v c" co `a 0 v 0 0 3 3 m v 0 (7 j .a 3 ? m �! OD <D' N CD O N <D cn m N � M J N co < Cl) n o 0 _ O v n m 0 v a � cn v 0 0 o v OD O •Cori O v � YZ M w n lz z CA rn0<"� s�zm0 o D Z m Z o Q Z to "IEE:S Site Data CITY OF RENTON 3555 NE 2ND ST RENTON, WA 98055 � (425) 430-7400 Project Name Site ID City Street Starting Dist. 533OW 2 Renton 34th ST'a;Lind 0.0 Date Time M.H. Start M.H. Stop M.H. Depth Pipe Size(in) 06/15/2006 08:11:05 AM unmapped ??????? 4.9 8 Type of Pipe Direction Surface Condition Final Dist(ft) PVC Away-D Pared Concrete Distance Alpha Coded defects unmapped �--0.0 INSPECTION BEGIN UPSTREAM 18.0 pipe slipped lined !e 0 Pict 1 Pict 2 Video Comments unmapped buried mh r 169.2 end insp f Pipe tee's into main line G3 - 19 T23N R5E W 1/2 to R K I zo 80 Go SW atn St ao �I j 224 P4 �I 22s r,4 � 5 00 .J I 227 226 j 8' d 35 807 38 0 8' .a 806 36 39 37 805 7F SW 41st St� —' w 54 m 0 EAST VALLEY 27 LIFT STATION L-19 8' 28 8' :41 i 42 ------ - ..... ------ M oc TAL3 LIFT s > i R18-1j� SR18- c$ ti ._. __ ... .. - .. 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CULV\Data-Analytical\CADD\C-06.dwg PPP-SS-Tr7T 0 0 L 0 r N o Z -T] II II U7 N 'o m < 2 m p �a n O DZ m v zM Zm cS vm oa Tz mm m O 21� O O Z n C r m -i to U co m� C-) = Zm -I m 0 m -i O p N p W O EX SSMH -I STA BO+00; STA A2+03.16, 27'LT I_ RIM 20± ;MATCH NEW -GRADE u I IE 14.62 :r I 7.1. In I 2 o I iN I � I . I .......$SMH-I*TYPE ...................Fill B=54": STA BO+43; STA A2+04.58, 16.5`RT RIM 19.0± MATCH NEW GRADE IE IN (S) :15.04, 8" DIA PVC (EX) .......IE -IN •(N):'14.44 ... IE OUT (E) 14.34 ............... 41 m cn .. ..... .................. I I I . : N II I I I o ....................;......I..........;............... I . � c') I ' I _............................. I I..........:. EX-COMM ......... IE 16.3± ; I EX ELEC, I: IE 16.3± I r ' X. ..,........ Mn rri D No ..........' ..... ...I .......... .......... �.......................... Z SSMH-2 TY - 4"' m STA 132+89; STA A4+49.73, 16.5'RT RIM 19.2± MATCH EX .....'........' ...............I ....... ...IE I: I, '1'126..... . . ...................L................... I: I. . .................... .......... ...... EX WATER ('1 - m ' EX GAS .I.......................... I I: ......'............ N � N Ln D � .........I .......... '.......... I: I: I I I. I I. ..... . ....... .... I. I. I. I. I . I. I' I • r, I: I: I. EX ELEC I: I. MATCHLINE SEE SHEET C7 o 0 0 MATCHLINE SEE SHEET C7 O O O O O O O O O O Zx zm `mom x A z32 zmzA m z z'2O- o-0 zcpcom Svc' N m to =r'�ZO 1nXN Znn N �N �D Z xp mvN o`zz oQ n m— oAA C7 Z NW i O� r^ N O FnAT zrN p _D CA�Z -0z Ln .0-m I�T1 � 0 -Z m m N D� _ 7z g �� vm m� �Sm mn O,D,9 mp 1 �� m vPo *rm �mn mnmov z� ego � m -zi �Lv =nz v*� mzCnm $zm -i o m O rl v A "CD F-i ONZ NAMNR tF x (yC(y--0Of -0-� f Cm" m 58 'ni -</7 ---v Fn2 5(.Z�n F� 29N N omz Z� *X-0N r' =Ov FtiozQ mZZ mrv O o prcn Om �Z ZXAZO N A2 m p D= A m o 0 c m x m z m~ f+n'1 2 r m .nnnn or- AATN ST. CLILV\Data-Anolvtica1\CADD\C-07.dwg PROJECT NAME PPP-SS-TTT. f C 0 o No 0 MATCHLINE SEE SHEET C6 _r SS4H-3 48" � v STA 85+31; A6+91 94 16 5'RT .�T RIM.19.59f MATCH EX I: I........................ t. I. I: .........:........•....... + I. ins :.�.. ! ...... ...... ...... A EX GAS O ?.�4� I: a I EX WATER n c I . I : I m............. +o I I . : 0 0 N o ......... .. I .. I ...... ;,...... ...... w o D m .................. .........�............. ..... ..... I ' a III cn ) ............:................ ........ m 0 co no rD- Z D .......'.....I...• ........:.............. . m I - EX SD 8": DIA CONC D N to O :. ...........�........ —{ .. . ...... . lJ m I ; SSMH-4 48" v A . STA'88+'19" STA A9+80, 22'RT I RIM 18 28+ MATCH EX MATCHLINE SEE SHEET C6 I I I 11, t¢ o 1 j I > + a •: m I •I i 1 � c + 0 VA -F W I I I I I II 44 i f II II s) I I II I I B I I I m II I I Ito m A l ( a l Ij I IE 11.03 8" DIA PVC o g LA' SDCB-7 TYPE-2-96" DIA . . . ' ' ' ' ' STA ' B8+33.7;' STA' A9+'92, :13.3 RT . RIM 18.54+ MATCH EX I SEE DETAIL 1,; DWG CB SSMH-5 48" o, STA'68+53;'S1A'A10+07, 1.5'RT e > RIM 18.88t MATCH EX R = o I IE' 10.89 8' DtA PVC 0 z a9 ..0. o o I ..... ...... I EX WATER X. I ' .... {..... . . ...... m a I. m I SSMH-6 48" z e _ STA 69+47.95; STA A10+70, 71.7'RT RIM 19.8999t MATCH EX o Q .. ... IE .10,48. 8" DIA .PVC - .N m L � J o IE 10.48 8" DIA CONC (EX) 0 n r m yy �cl) II" C II" rZ I T1 m 0 R1 iA o Q In8 ^�a m o � o N 'II ZZ ^y N m o 0 -1 � � m O fm0 ro \ p0O O O< O ON20%2 O OA =�s ORi � DDO � 404 � pN 'Lo O A m Am W A r r .'O'L—.: D 0 0; z yn DO A �m N v cno, v' O m g Z Om E A f N or^ N < mm O mO N Op O Zc-Az -off Am0 mz-I D3 �p DZo o- �m Z C= �-� O m m A m = �-m rr �z 0 j-0 A m r �C�: rri < z mg m- �mmo0 mzT ,n� N z= Om x Cz'�Nr Ap mxNND mrn m Z N O �,00 > o olm �. C) = m �o + oro oc�Z_ba 'c� 0� n mZ An-I-1 nOX 'm z 'oO.v Zm N n -� C r m 2� n m m m -0 D N — o O S m m Tm Ecc ; it I rj .. 4y y §-`��6 ttFFJJ��i ti V I I I m I I 1 l Ln __ 3-E--3-Er - -E E---- {. D \ ; _ C Ln \N, r _ \\� LIND AVE. SW ----M --M----M m ----M � _-- I -- 3 ---- 3 ----- 3 -- ' F \ I \ 1 \ 0 m ol—ss----ss�� —ss-- D m m i i CONC Michael A Benoit From: Michael A Benoit Sent: January 08, 2010 2:28 PM To: Don Ellis Subject: S-3223 S-3223 is a "developer project" in that we did not pay to put it in. Surface Water Paid for this as part of a relocation to do their project and turned it over to us. Added: 996' 8 " PVC 4 48" MH 2 54" MH Removed: 250' 8" DI (Between MH 4325-017 & 4325-018) Cost of project $70,550.00 Michael Benoit Project Manager Wastewater Utility City of Renton (425) 430-7206 Tracking: TRANSMITTAL DATE: © / - 2 5 ' O k) TO: Waste Water Utility FROM: SUBJECT: Submittal of Sanitary Sewer TV Tape Project Number. S Li/ P- 3.2-- 2 3 Project Name: S to 3 q .I have reviewed the TV Tape(s) for the above project and the fine(s) appear to be in acceptable condition at this time. I have reviewed the TV Tape(s) for the above project and the line(s) are not in acceptable condition at this time for the following reasons: , �cl ,�.� /-ram)-ca-��- - J C/fOfmS/utility/ww f MSFORb4DOCfMM/bh H h W � � � H H WW� a W � a aH z � z 0 H U S ^I 04 H T TRANSMITTAL DATE: TO: Waste Water Utility FROM: %� ` /4 SUBJECT: Submittal of Sanitary Sewer TV Tape Project Number. } ,W, Project Name: ,S ((/ ,3 _I have reviewed the TV Tape(s) for the above project and the fine(s) appear to be in acceptable condition at this time. I have reviewed the TV Tape(s) for the above project and the line(s) are not in acceptable condition at this time for the following reasons: he-C-,I °, ^o c/forms/utility/ww/IMSFORM_DOC/MAB/bh H CW s _ W E-� s a a 0 Q U O ` H � PRO -VAC C Puyallup, 112th ST E Puyallup, WA 98373 CUES Cell#206-423-2445 Office#253-435-4328 Site Data for Project: RL ALIA-34TH & LIND Site ID City Street Date Time 6 RENTON SW 34TH ST & LIND AV SW 07/24/2007 08:50:55 AM M.H. Start EX MH M.H. Stop M.H. Depth Starting Dist Final Dist 1 9.0 +113.8 Type of Pipe Pipe Size(in) Sec. Igth Direction Surface Condition Operator PVC 8 141 Away-D =Faved Asphalt Jerry Hyatt Comment WITH THE FLOW -NEW SEWER -LIVE SEWER Observation Data Obs ID Ft Lat Ft Category Category Details ClockPos Sevr Lv Ph1 ID Ph2 ID VcliplD VidlD TapeCnt 1 0 Other Upstream MH 7.28 00:00:00 2 113.8 Other Downstream MH 400.95 Page 1 of 1 PRO -VAC C 6622 112th ST E Puyallup, WA 98373 C U E S Cell#206-423-2445 Office#253-435-4328 Site Data for Project: RL ALIA-34TH & LIND Site ID City Street Date Time 7 RENTON SW 34TH ST & LIND AV SW 07/24/2007 09:36:00 AM M.H. Start 2 Type of Pipe M.H. Stop M.H. Depth Starting Dist Final Dist i I I 1 9.0 +248.6 Pipe Size(in) Sec. Igth Direction Surface Condition Operator PVC 8 14F Away-U 7aved Asphalt Jerry Hyatt Comment AGAINST THE FLOW -NEW SEWER -LIVE SEWER Observation Data Obs ID Ft Lat Ft Category Category Details ClockPos Sevr Lv Phi ID Ph2 ID vrlinln vein Tnne(`nf 1 0 Other Downstream MH 12.73 2 248.6 Other Upstream MH 402.19 Page 1 of 1 RL ALIA 7-3-07 34TH & LIND RENTON 1 2 PLUG 225 2 2 3 246 3 3 4 292 4 5 4 30 5 5 6 144 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 47 937 PRO -VAC C 112th ST E Puyallup, WA 98373 C U E S. Cell#206-423-2445 Office#253-435-4328 Site Data for Project: RL ALIA-34TH & LIND Site ID City Street Date Time 1 RENTON SW 34TH ST & LIND AV SW 07/03/2007 08:11:24 AM M.H. Start 2 M.H. Stop CAPPED I I M.H. Depth Starting Dist Final Dist I 1 9.0 +225.0 Type of Pipe Pipe Size(in) Sec. Igth Direction Surface Condition Operator PVC 8 14 Away-U aved Asphalt Jerry Hyatt Comment AGAINST THE FLOW -NEW SEWER Observation Data Obs ID Ft Lat Ft Category Category Details ClockPos Sevr Lv Ph1 ID Ph2 ID VcliplD VidlD TapeCnt 1 0 Other Downstream MH qq 89 00:00:00 2 225.0 Other PLUG 420.09 Page 1 of 1 PRO -VAC 6622 112th ST E C Puyallup, WA 98373 Cell#206-423-2445 C U E S Office#253-435-4328 Site Data for Project: RL ALIA-34TH & LIND Site ID City Street Date Time 2 RENTON SW 34TH ST & LIND AV SW 07/03/2007 08:30:55 AM M.H. Start M.H. Stop M.H. Depth Starting Dist Final Dist 2 C 3 9.0 +246.0 Type of Pipe Pipe Size(in) Sec. Igth Direction Surface Condition Operator PVC 8 14 1 Away-D =Faved Asphalt Ilierry Hyatt Comment WITH THE FLOW -NEW SEWER Observation Data Obs ID Ft Lat Ft Category Category Details ClockPos Sevr Lv Phi ID Ph2 ID VdiplD MID TapeCnt 1 0 Other Upstrearr MH 13.12 00:06:56 2 246.0 Other Downstream MH 373.59 Page 1 of 1 PRO -VAC 6622 112th ST E C Puyallup, WA 98373 Cell#206-423-2445 C U E S Off ice#253-435-4328 Site Data for Project: RL ALIA-34TH & LIND Site ID City Street Date Time 3 71 RENTON SW 34TH ST & LIND AV SW 1 07/03/2007 11 08:39:42 AM M.H. Start 3 M.H. Stop M.H. Depth Starting Dist Final Dist 4 10 +292.0 Type of Pipe Pipe Size(in) Sec. Igth Direction Surface Condition Operator PVC 1 8 141 Away-D aved Asphalt Jerry Hyatt Comment WITH THE FLOW -NEW SEWER Observation Data Obs ID Ft Lat Ft Category Category Details ClockPos Sevr Lv Ph1 ID Ph2 ID VchplD MID TapeCnt 1 0 Other Upstream MH 12.84 00:13:24 2 36.0 Pipe Problem Begin Sag 3 38.2 Pipe Problem 3/8" 119.03 4 39.2 Pipe Problem End Sag 143.13 5 116.0 Pipe Problem Begin Sag 325.19 6 121.0 Pipe Problem 3/8" 354.96 7 127.2 End Sag 374.71 8 176.0 rPiperoblem roblem Begin Sag 475.41 9 178.1 roblem 3/8" 483.30 10 184.2 Pipe Problem End Sag 509.26 11 246.0 Pipe Problem Begin Sag 725.83 12 247.9 Pipe Problem 1/2" 776.41 13 250.2 Pipe Problem End Sag 810.24 14 292.0 Other Downstream MH 888.89 Page 1 of 1 PRO -VAC C Puyallup, 112th ST E Puyallup, WA 98373 CUES Cell#206-423-2445 Office#253-435-4328 Site Data for Project: RL ALIA-34TH & LIND Site ID City Street Date Time 4 RENTON SW 34TH ST & LIND AV SW 07/03/2007 08:56:19 AM M.H. Start 5 M.H. Stop M.H. Depth Starting Dist Final Dist 4 9.0 +29.9 Type of Pipe Pipe Size(in) Sec. Igth Direction Surface Condition Operator PVC 8 141 Away-U JFayed -Asphalt Jerry Hyatt Comment AGAINST THE FLOW -NEW SEWER Observation Data Obs ID Ft Lat Ft Category Category Details ClockPos Sevr Lv Ph1 ID Ph2 ID VclipID VidlD TapeCnt 1 0 Other Downstream MH 13.74 00:28:39 2 29.9 Other Upstream MH 72.19 Page 1 of 1 PRO -VAC C 112th ST E Puyallup, WA 98373 C U E S. Cell#206-423-2445 Off ice#253-435-4328 Site Data for Project: RL ALIA-34TH & LIND Site ID City Street Date Time 5 RENTON J F-SW 34TH ST & LIND AV SW 07/03/2007 09:14:12 AM M.H. Start 5 M.H. Stop M.H. Depth Starting Dist Final Dist 6 1 E I 1 9.0 +143.7 Type of Pipe Pipe Size(in) Sec. Igth Direction Surface Condition Operator PVC 8 14 Away-D aved Asphalt Jerry Hyatt Comment WITH THE FLOW -NEW SEWER Observation Data Obs ID Ft Lat Ft Category Category Details ClockPos Sevr Lv Phi ID Ph2 ID VclipID VidlD TapeCnt 1 0 Other Upstream MH 10.69 00:30:00 2 143.7 Other Downstream MH 22619 Page 1 of 1