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HomeMy WebLinkAboutWWP273615Environmental Services Div, of Columbia Pumping & Construction Inc. 1005 South Maitland Pasco, WA 99301 1-509-547-4841 Shoreline Construction Company City of Renton, Washington Job Name: Earlington Sewer Replacement Phase II Location: Renton Washington Pre -Line Video Log Post Line Video Log .hvironmental Services Div, of tiff& all &%W%h ]fit JINAPA70 NN hiffou "I.A4 Columbia Pumping & Construction Inc. Project Name: Renton Post I Severitg Date: 10/17/2012 12:16:00 PM Asset ID: Location: Bagley..Upstream MH Number: C/O Length Surveyed: 134.5 Downstream MH Number: SSMH ' Run Number: Direction Of Survey: Upstream Pipe Size: 6" Pipe Material: Clay Tile ID Number: SSMH 5( 0) SI ..... •••• (60.6) T - Position: 9 (101.6) T - Position: 9 (131.1) T - Position: 10 134.4 (134.5) EI ....• Total Distance: 134.5 r�1"1 ID Number: C/O n Created with the report generator Project Name Date City Run Number Operator Name Comments Asset ID Pipe Material Lining Method Length Surveyed Year Renewed Upstream MH Number UpstreamMH Location Downstream MH Number Downstream MH Location Amount of Flow Media Number Contractor Name VCR Start Index KamPac Serial Number Pressure of Test (mBar) Material Dry Use Standard (EN1610) Project Renton Post Location Bagley 10/17/2012 12:16 Direction Of Survey Upstream Renton PO Number Purpose Post Rehabilitation Survey Dusty Completed Yes Pipe Pipe Size 6" Clay Tile Pipe Shape Circular Cured in Place Total Length 134.5 Year Laid 2012 Sewer Use Sanitary Manhole C/O Upstream MH Depth 5' Upstream MH Notes SSMH Downstream MH 1413" Depth Downstream MH Notes Signs Of Surcharge No Other Truck Number 2 Environmental Services Weather Dry VCR End Index Pressure Test All Pressure Tests 1 No Passed Length of Pressure Test No Test Chamber Size Created with the �I 'POSM report generator Project Name: Renton Post Severity Date: 10/17/2012 12:35:00 PM Asset ID: Location: Bagley Upstream MH Number: SSMH • " _ Length Surveyed: 153.5 Downstream MH Number: 5318-143 Run Number: Direction Of Survey: Downstream Pipe Size: 8" Pipe Material: Clay Tile ID Number: SSMH 7.0 SI (66.4) T - Position: 2 (153.5) El Total Distance: 153.5 F(sl) ID Number: 5318-143 Created with the report generator Project Project Name Renton Post Location Bagley Date 10/17/2012 12:35 Direction Of Survey Downstream City Renton PO Number Run Number Purpose Post Rehabilitation Survey Operator Name Dusty Completed Yes Comments Pipe Asset ID Pipe Size 8" Pipe Material Clay Tile Pipe Shape Circular Lining Method Cured in Place Total Length Length Surveyed 153.5 Year Laid Year Renewed 2012 Sewer Use Sanitary Manhole Upstream MH SSMH Upstream MH Depth 14'3" Number UpstreamMH Bagley Upstream MH Notes Location Downstream MH 5318-143 Downstream MH 1015" Number Depth Downstream MH SW langston Downstream MH Location Notes Amount of Flow Signs Of Surcharge No Other Media Number Truck Number 2 Contractor Name Environmental Services Weather Dry VCR Start Index VCR End Index Pressure Test KamPac Serial 1 All Pressure Tests No Number Passed Pressure of Test Length of Pressure (mBar) Test Material Dry No Test Chamber Size Use Standard (EN1610) Created with the ��� report generator Project Name: Renton Post Date: 10/17/2012 1:02:00 PM Location: SW langston Length Surveyed: 210.2 Run Number: Pipe Size: 8" 7� 0) SI (135.6) T - Position: 2 (193.9) T - Position: 3 (210.2) El Asset ID: Upstream MH Number: 5318-131 Downstream MH Number: 5318-132 Direction Of Survey: Downstream Pipe Material: Clay Tile ID Number: 5318-131 (126.2) T - Position: 9 (209.6) T - Position: 6 Total Distance: 210.2ID Number: 5318-132 Created with the report generator Project Name Date City Run Number Operator Name Comments Asset ID Pipe Material Lining Method Length Surveyed Year Renewed Upstream MH Number UpstreamMH Location Downstream MH Number Downstream MH Location Amount of Flow Media Number Contractor Name VCR Start Index KamPac Serial Number Pressure of Test (mBar) Material Dry Use Standard (EN1610) Project Renton Post Location SW langston 10/17/2012 13:02 Direction Of Survey Downstream Renton PO Number Purpose Post Rehabilitation Survey Dusty Completed Yes Pipe Pipe Size 8" Clay Tile Pipe Shape Circular Cured in Place Total Length 210.2 Year Laid 2012 Sewer Use Sanitary Manhole 5318-131 Upstream MH Depth 9'9" SW langston Upstream MH Notes 5318-132 Downstream MH 1015" Depth Downstream MH SW langston Notes Signs Of Surcharge No Other Truck Number 2 Environmental Services Weather Dry VCR End Index Pressure Test 1 All Pressure Tests No Passed Length of Pressure Test No Test Chamber Size r, Created with the -j OVA report generator Project Name: Renton Post Severi Date: 10/17/2012 1:15:00 PM Asset ID: Location: SW langston Upstream MH Number: 5318-132 • _ Length Surveyed: 211.1 Downstream MH Number: 5318-134 Run Number: Direction Of Survey: Downstream Pipe Size: 8" Pipe Material: Clay Tile ID Number: 5318-132 7� 0) SI (35.5) T - Position: 2 (131.2) T - Position: 2 (135.9) T - Position: 10 (192.7) T -Position: 10 (211. 1) El Total Distance: 211.1 ID Number: 5318-134 WIN { Created with the report generator a in e �e ` � � � aFA'S?Y Project Project Name Renton Post Location Date 10/17/2012 13:15 Direction Of Survey City Renton PO Number Run Number Operator Name Comments Asset ID Pipe Material Lining Method Length Surveyed Year Renewed Upstream MH Number UpstreamMH Location Downstream MH Number Downstream MH Location Amount of Flow Media Number Contractor Name VCR Start Index KamPac Serial Number Pressure of Test (mBar) Material Dry Use Standard (EN1610) Purpose Dusty Completed Pipe Pipe Size Clay Tile Pipe Shape Cured in Place Total Length 211.1 Year Laid 2012 Sewer Use Manhole SW langston Downstream Post Rehabilitation Survey Yes 8" Circular Sanitary 5318-132 Upstream MH Depth 10'5" SW langston Upstream MH Notes 5318-134 Downstream MH 616" Depth Downstream MH SW langston Notes Signs Of Surcharge No Other Truck Number 2 Environmental Services Weather Dry VCR End Index Pressure Test 1 All Pressure Tests No Passed Length of Pressure Test No Test Chamber Size Created with the report generator Project Name: Renton Post Date: 10/17/2012 1:36:00 PM Asset ID: Location: SW langston Upstream MH Number: 5318-134 Length Surveyed: 205.6 Downstream MH Number: 3 Run Number: Direction Of Survey: Downstream Pipe Size: 8" Pipe Material: Clay Tile ID Number: 5318-134 7� 0) SI (30.9) T - Position: 2 ••.. (32.3) T - Position: 10 (96.3) T - Position: 2 •.... (96.3) T - Position: 10 (99. ) T - Position: 2 (205.6) El Total Distance: 205.6 ID Number: 3 Created with the ��e report generator OWN �. Project Project Name Renton Post Location Date 10/17/2012 13:36 Direction Of Survey City Renton PO Number Run Number Operator Name Comments Asset ID Pipe Material Lining Method Length Surveyed Year Renewed Upstream MH Number UpstreamMH Location Downstream MH Number Downstream MH Location Amount of Flow Media Number Contractor Name VCR Start Index KamPac Serial Number. Pressure of Test (mBar) Material Dry Use Standard (EN1610) Purpose Dusty Completed Pipe Pipe Size Clay Tile Pipe Shape Cured in Place Total Length 205.6 Year Laid 2012 Sewer Use Manhole 5318-134 SW langston Downstream Post Rehabilitation Survey Yes 8" Circular Sanitary Upstream MH Depth 6'6" SW langston Upstream MH Notes Downstream MH 3 6, 3„ Depth Downstream MH SW langston Notes Signs Of Surcharge No Other Truck Number 2 Environmental Services Weather Dry VCR End Index Pressure Test . All Pressure Tests 1 Passed No Length of Pressure Test No Test Chamber Size r, Created with the ��`S report generator Project Name: Renton Post Date: 10/17/2012 2:00:00 PM Asset ID: Location: Lind Upstream MH Number: 8 Length Surveyed: 287.2 Downstream MH Number: 2 Run Number: Direction Of Survey: Downstream Pipe Size: 6" Pipe Material: Clay Tile ID Number: 8 (0.0) T - Position: 2 (2.0) T - Position: 2 (87.5) T - Position: 3 (139.2) T - Position: 3 (153.9) T - Position: 10 (181.2) T - Position: 9 (219.1) T - Position: 3 (287.2) El Total Distance: 287.2 (A") ID Number: 2 r, Created with the �� 20SM report generator f�criiF�i Project Name Date City Run Number Operator Name Comments Asset ID Pipe Material Lining Method Length Surveyed Year Renewed Upstream MH Number UpstreamMH Location Downstream MH Number .Downstream MH Location Amount of Flaw Media Number Contractor Name VCR Start Index KamPac Serial Number Pressure of Test (mBar) Material Dry Use Standard (EN1610) Project Renton Post Location Lind 10/17/2012 14:00 Direction Of Survey Downstream Renton PO Number Purpose Post Rehabilitation Survey Dusty Completed Yes Pipe Pipe Size 6" Clay Tile Pipe Shape Circular Cured in Place Total Length 287.2 Year Laid 2012 Sewer Use Sanitary Manhole 8 Upstream MH Depth 6'5" lind Upstream MH Notes 2 Downstream MH 61711 Depth SW langston Downstream MH Notes Signs Of Surcharge No Other Truck Number 2 Environmental Services Weather Dry VCR End Index Pressure Test All Pressure Tests 1 Passed No Length of Pressure Test No Test Chamber Size .rfY Created with the ��E report generator Project Name: Renton Post Date: 10/17/2012 2:41:00 PM Asset ID: Location: SW langston Upstream MH Number: 5 Length Surveyed: 465.8 Downstream MH Number: SSMH Run Number: Direction Of Survey: Downstream Pipe Size: 6" Pipe Material: Clay Tile 5� 0) SI (14.3) T - Position: 2 (117.2) T - Position: 2 (190.0) T - Position: 3 (190.0) - Position: 3 (242.1) T - Position: 2 (282.6) T - Position: 12 (303.8) T - Position: 3 ID Number: 5 (394.6) T - Position: 10 Total Distance: 465.8 (&) ID Number: SSMH Created with the `'d report generator Project Project Name Renton Post Location Date 10/17/2012 14:41 Direction Of Survey City Renton PO Number Run Number Operator Name Comments Asset ID Pipe Material Lining Method Length Surveyed Year Renewed Upstream MH Number UpstreamMH Location Downstream MH Number Downstream MH Location Amount of Flow Media Number Contractor Name VCR Start Index KamPac Serial Number Pressure of Test (mBar) Material Dry Use Standard (EN1610) Purpose Dusty Completed Pipe Pipe Size Clay Tile Pipe Shape Cured in Place Total Length 465.8 Year Laid 2012 Sewer Use Manhole SW langston Downstream Post Rehabilitation Survey Yes 6" Circular Sanitary 5 Upstream MH Depth 11'9" SW langston Upstream MH Notes SSMH Downstream MH 71211 Depth Downstream MH SW langston Notes Signs Of Surcharge No Other Truck Number 2 Environmental Services Weather Dry VCR End Index Pressure Test 1 All Pressure Tests No Passed Length of Pressure Test No Test Chamber Size -W, Created with the "PIOS I report generator y Fax (509) 547.7381 cpc3esd@charterinter6et.com �n Environmental Services A division ofCo,arnEia Pumping i Construction. Inc. Television Inspection Report ----- - — .._------- Job No Date Client------ v ' 701 Z �•i 0-evlA kAj& Technician t Inspector Weather Cleaned By Report No. Tape No. From M.H. No. '331 Pipe Diam. Joint Length Section notth �� Joint Type I Pipe Miteriav Ej ITO M.N. No -13� Manhole Data: --- NTH No Location De th Feet Problem Code Comments U[ T P/ \ 1 U CpM Repair Leaks r' 4 .3 LL Condition LL f Recom. Rehab. ``� �� p L ci4.erAl (0"0Clock Z .5 LL 13 L LcdsrA I- LL L--.,6M1 IC)C) tjodC. P1 Pipeline.Data:. ill Cleanliness C �eAh C1 Z L i` All ent Grade (r� ( Lk 1 LA�, 1 Z CX`KY�s S Ace UNKNOWN Condition °/;Est. Leakine Joints IR _eCommended Rehabilitation: C Jean Remove Roots Grout % oints Reline Replace ' LEGETD: B? = Broken Pipe CC = Circumferential Crack G = Break-in Grade L = Leak LC = Longitudinal Crack U = LcakinQ Joint O% = Onset Joint PH = Pin hoic PT = Protruding Tap R = Roots SL = Sen'ice Left SP = S.-rricc Right T = Transition U = Unpassable 1 I I 9350 Riclseall Rd. Rickreall, OR 97371. (503) 623-1319 ` Fax (509) 547-7381 _r Um , cpc3esd@charterinternet.com n Environmental Services A division of Columbia Pumping d Construction. Inc. Date Client---------- ------- Technician Inspector Weather From M. 'o. Pipe Diam. Joint Length dSevtion Len Manhole Data: Location NTH No - i32 De th Feet Problem Code T C'e Cohcwe Leaks Condition��} Recom. Rehab. UZ t t37•3 �'2 r.o,,l Pipeline..D..ata:_ Cleanliness Ali ent Grade M 4 L�► Al;e UNKNOWN 21-4 Condition %Est- Leaking Joints Z4.3 ` LR Other �L L 1 1.A L L Lco Recommended Rehabilitation: Clean Remove Roots Grout %'oints Reline Replace Other LECEKD: B? = Broken Pipe CC = Circumferential Crack G = Brea]: In Grade L = Leak LC =Longitudinal Crack U = Leaking Joint O; = Offset Joint Pii = Pin hole PT = Protruding Tap R = Foots SL = Scnice Left sR T = nscc t2;ght 9350 RickTeall Rd. U Tr = Transition Unpasab]e = Rickreall, OR 0371 (503) 623-1319 Television Inspection Report Job No Cleaned By Report No. Tape No. Joint Type Pipe Mat al To M.H. No Clgv Comments 2O,ciock z o t(ock Q1 2 o'c�oc i ko Page I Iof 1/I GPM Repair Fax (509) 547-7381 cpc3esd@charterinternet.com � n Environmental Services . A division of Columbia Pumping 6 Construction. Inc. i Date Client Technician Inspector Weather From IM.H- Pipe Diam. Joint Length Section Length 5 Manhole Data: NTH No 55 iz, Location Problem Depth ' % Ak Feet Code T �o• CorcheE2 Leaks 0 i � ,cA LRZ � Condition AJew pj[ �r .,7 L Recom. Rehab. iW C. Television Inspection Report Job No lCleainedy Report No. Tape No. Joint Type Pipe Material To M.ti. Nro Comments Pipeline. Data: 18%'� �� "U 2 �. e Cleanliness (42"O 02.3 LZ Lc. �/t>l� !�) Ali ent Grade •i•{ ,Z l` 1.• !� Aee UNKNOW �7 �—� Lck O-,CI Condition ✓bEst. Leaking Joints Other LK L,%�em1(( 2— p-C 39 s i L& ) .a I (` 1 ". . Recommended Rehabilitation: MC(eanRoots LECEND: B? = Broken Pipe CC = Circumferential Crack G = Break In Grade L = Leak LC = Longitudinal Crack Ll = Leaking Joint 01 = Offset Joint Pa = Pin hole PT = Protrudin2 Tap R = Roots SL = Se" -ice Left SR = Scrricc Right T = Transition lJ = Unpassable 9350 Rick7eall Rd. Rickreall, OR 97371 (503)623-1319 GPM Repair V Fax (509) 547.7381 r cpc3esd@charterinternet.wm nEnvironmental Services 1 j� A dMsionof Columbia Pumping 6 Construction, Inc. Television Inspection Report Date Client Job No WA Technician Inspector W Weather Cleaned By Report No. Tape No. From M.H. No. Pipe Diam. SSAN-} a �� Joint Length Section Length Joint Type IP t Manhole Data: Location NTH No De th Feet Problem Code Comments T `trdlt CO>�y f( Leaks n/p. Condition 601t-i. Recom. Rehab. 60. -� f 1 .� 1W j � l,.r 1 (_ � l�Art-t' 2 O ICi _t 1p(Y .z t... L ��,�e�l lei d {ct©o e Pipeline Data: CVy, rIP A-. Cleanliness Ali ent Grade At;e UNKNOWN Condition °/oEst. Leakin Joints Other Recommended Rehabilitation: rClean, LEG 1): B? = Broktn Pipe CC = Circumferential Crack G = Break In Grade L = Leak LC = Longitudinal Crack U = Leaking Joint O; = Offset Joint PN = Pin hole PT = Protruding Tap R = Roots SL = Scrrice heft SR = Sc-icc Right T = Transition U = Unpacsable 9350 Ricicreall Rd. Rickreall, OR 97371 (503) 623-1319 To M.H.1`70 I Repair Page I 1. Iof I i J Fax (509) 547.7381 cpc3esd@charterinternet.com �n n Environmental Services A division of Columbia Pumping d Construction, Inc. ---------- Date Client---------- C i Technician rh Inspector Weather From M.H. No. Pipe Diam. Joint Length Section Lt ss�N �i Manhole Data: Location NTH No Cj � 0 De th j Si Feet Problem Cod e T e CC, - Leaks l LL Condition 0 1C, Gc7i• ,� j LL Reeom. Rehab. (30. t 01-CA LL 9 Pipeline Data:. Cleanliness Alignment Condition Est. °/oLeakin Joints Other Recommended Rehabilitation: Clean Remove Roots Grout °rb 'oints Reline Replace Other LErene: B? = Broken Pipe CC = Circumferential Crack G = Break In Grade L = Leak LC = Longitudinal Crack U = Leaking Joint O: = Offset Joint P.1 = Pin hole PT = Protruding Tap R = Roots SL = Service Left SR = Semite Right T = Transition U = Unpassable 9350 Rick7eall Rd. Rickreall, OR 97371 (503)623-1319 Television Inspection Report Job No t t Cleaned By Report No. Tape No. C C Joint Type Pipe Material To 1t4.H. T\o Cia✓ C/n Comments kro.1 to o'C 1 och tmk W O /Cb( 1/I GPM Repair civv-:lly-1 IUJ z)Uzf : -4041 Fax(509) 547-7381 n cpc3esd@charterinternet.com Environmental Services A division of Columbia Pumping 6 Construction. Inc. Date Client Technician Inspecto Weather From M.H. N Pipe Diam. Joint Length Section Length Manhole Data: Television Inspection Report Job No Cleaned By Report No. Tape No, CP Joint Typc Pipe Material To M.H. No N-M No Location De th )Feet Problem Cod e Comments Type ) Leaks L. L Lc1A,.. 2 ,C tg4 Condition �('0 L� O ��� Recom. Rehab. + 1 J l0 Pipeline. Data:. � L� L-oAem1Cleanliness L-L Ue.,�0�t l0 Ali ent t, d,,C� o ,ctLGrade UNKNOWN 92V5 L � j{i'q�e km1 0 tledtCondition Leakin JointsF� L� 'Le-_,- OICr%Est. kOther �- L' "��,1 O � ( k Recommender? Rehabilitation p Roots'oint Other LEGEND: B? = Broken Pipe CC = Circumferential Crack G = Break In Glade L = Leak LC = Longitudinal Crack Ll = Leaking Joint O; = Qtlset Joint i'ii = Fin hot; PT = Protruding Tap R = Roots SL = Sc" ice Left sx = sti Right 9350 Rick.Teall Rd. U Transition Unpassable - �j1ion = Rickreall, OR 97371 (503) 623-1319 Page I l of 1/I GPtrI Repair L t JEY�t�t�' S` MqA w 'm -�ZAV MH #1 NORTH: EAST: RIM ELEV. IE 12" SE IE 12" NW MH #3 NORTH: EAST: RIM ELEV IF 12" SE IE 12"NW IE12"N MH #4 NORTH: EAST: RIM ELEV IE8"SE MH #6 178142.76 1297460.40 68.32' 60.27' 60.37' 178354.16 1296803.80 138.92' 132.72' 132.77' 132.87' 178789.61 1295786.23 223.38' 214.58' -8.05' -7.95' -6.20' -6.15' -6.05' -8.80' NORTH: 178697.25 EAST: 1296147.63 RIM ELEV. 220.04' IE 8" SE 212.04' -8.00' SSCO #7 NORTH: EAST: RIM ELEV RAM Surveying & Mapping, LLC 13110 111 TH Ave NE, Kirkland, WA 98034, Phone: (206) 612-7633 Fax: (425) 526-5685 EARLINGTON SEWER REPLACEMENT PHASE II AS BUILTS MH #2 NORTH: 178248.45 EAST: 1297132.64 RIM ELEV. 106.05' IE 12" SE 99.35' -6.70' IE 12"N W 99.45' -6.60' IE 6" N 100.05' -6.00' EXIST MH 5318-132 NORTH: 178478.44 EAST: 1296413.92 RIM ELEV. 186.76' IE 8" NW 180.71' -6.05' TOP DROP IE 8" NW 176.21'-10.55' BTM DROP MH #5 NORTH: 179009.33 EAST: 1295226.15 RIM ELEV. 252.45' IE 8' SE 240.40'-12.05' EXIST MH ON SW LANGSTON PL AND BAGLEY PL SW NORTH: 178622.82 EAST: 1296450.20 RIM ELEV. 196.29' IE 8" NW 189.72' -6.57' TOP DROP IE 8" NW 179.54'-16.75' BTM DROP MH #8 178593.71 NORTH: 178530.94 1296580.82 EAST: 1297129.42 184.84' RIM ELEV. 152.00' IE 8" S 144.95' -7.05' Page 1 RAM Surveying & Mapping, LLC 13110 111TH Ave NE, Kirkland, WA 98034, Phone: (206) 612-7633 Fax: (425) 526-5685 EARLINGTON SEWER REPLACEMENT PHASE II AS BUILTS EXIST MH ON STEVENS AVE SW NORTH: 178590.24 EAST: 1296805.88 RIM ELEV. 180.17' IE 8" N 174.67' -5.50' IE 8" S 174.57' -5.60' * NORTHING AND EASTINGS ARE TO CENTER OF MANHOLE * * HELD PLAN RIM ON EXISTING MANHOLES WHERE ONLY DROPS WERE MEASURED * Page 2 WEEKLY INSPECTION DIARY PROJECT NAME: �, ,- PERMIT NO: DATE: From: To: t INSPECTOR SIGNATURE DATE I/ PROJECT DATE: WEEKLY. INSPECTION DIARY NAME: IT From: =®� To: 77 �� INSPE TOR SIGNATURE 1� "I DATE PROJECT DATE: WEEKLY INSPECTION DIARY NAME:Zwe /�7-' > �L�f PERMIT From•/,/%� To: v^ F�� 6,, NO: INSPECTOR SIGNATURE DATE DAILY INSPECTION DIARY REPORT 4� SAY: DATE: / / WORK PERIOD: a.m./p.m. to a.m./p.m. WEATHER: c > TEMP. MAX �_°F MIN C� °F PRECIPITATION: WORK ACCOMPLISHED TODAY: s CONTRACTOR SIGNATURE INSPECTOR SIGNATURE DATE: DAILY INSPECTION DIARY DAY: DATE: / WORK PERIOD: a.m./p.m. to a.m./p.m. WEATHER: TEMP. MAX�°F MIS °F PRECIPITATION: WORK ACCOMPLISHED TODAY: CONTRACTOR SIGNATURE INS E TOR SIGNATURE REPORT # DATE: DAILY INSPECTION DIARY REPORT 4� DAY: DATE-, / WORK PERIOD: a.m./p.m. to a.m./p.m. WEATHER: TEMP. MAX _J!t2F MIN 6(�°F PRECIPITATION: `b/%�_ WORK ACCOMPLISHED TODAY: S CONTRACTOR SIGNATURE INSPECTOR SIGNATURE DATE: .. .. .. ... .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. ..............:.... ................... .. .. .. .. .. .. .. .. .. .. .. .. :. :. :. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. ....... .. .. .. .. .. .. .. .. .. .. .. ...:.. :4 .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. . .... .. . L.. .. .. �SS. 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Q .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .... ..... .. .. DAILY INSPECTION DIARY DAY: �%� DATE: / // WORK PERIOD: a.m./p.m. to a.m./p.m. WEATHER: TEMP. MAXF MIN OF PRECIPITATION: WORK ACCOMPLISHED TODAY: r c mL . . CONTRACTOR SIGNATURE C,� 7\�Y� INSPECTOR SIGNATURE REPORT 46 DATE: John D. Hobson From: Michael A Benoit Sent: Thursday, August 09, 2012 3:59 PM To: John D. Hobson Cc: David Christensen Subject: Earlington Ph II August 9, 2012: On site 8:30 — 9:30 Shoreline and Buno on -site. Temporary bypass set up from the manholes north and west of MH # 3 pumping into MH #2. Pull pit open at MH #3 and launch pit open at MH #2. Three side sewer pits open. Buno starting to shove rods down the sewer from # 3 to #2. On site 11:00 —12:00 Buno in process of pulling back the 12" HDPE from the east. HDPE broke through into the pit at MH #3 about 11:50. Estimate about an hour to hour and a half for the pull. On site 2:00 - 3:00 Side sewer reconnected for 313, 316, 402 Langston Road (312 was covered when I arrived). Stub shown for 308 was capped per the contractor as that house is served to Lind. Manhole # 3 is installed with flat top (but not completed to the surface) and the Langston mains reconnected. The line on Stevens is still being bypassed as they are excavating the pull pit north of MH #3. They should be doing cleanup and prep work on Friday as they are not scheduled to pull Stevens until Monday. MccGroel ,4. �ev��c� Project Manager Wastewater Utility City of Renton (425) 430-7206 John D. Hobson From: Michael A Benoit Sent: Wednesday, August 08, 2012 10:06 AM To: John D. Hobson , Cc: David Christensen Subject: Earlingto Phase II August 7, 2012: On site about 2:00 to 3:30. Contractor had installed Manhole # 8 and backfilled. Contractor was grouting outside adjustment rings and preparing to do the final patch. Walked the job with contractor (Jayson?) and got measurements on the final patches completed. August 8, 2012: On site about 8:30 to 9:30. Contractor is expanding the pull pit at Manhole # 3. Buno cannot burst with cable and go up two sizes. The existing pit is too small for bursting with rod. Shoreline is removing the existing manhole and temp connecting the mains together without a structure. On Thursday they plan to do the pull (about 3 hours), install new Manhole # 3 and reconnect the side sewers, and restore. On Friday, they plan to dig the pull pits on Stevens (north of MH # 3) and temp in the side sewers. On Monday they plan to Pull the 12" on Stevens, reconnect the side sewers and restore. M ch,9eC A, P--ektoict Project Manager Wastewater Utility City of Renton (425) 430-7206 1 DAILY INSPECTION DIARY REPORT 4� DAY: 7x�_� DATE: /-7/ / �39ORK PERIOD: a.m./p.m. to a.m./p.m. WEATHER: TEMP. MAX L' °F MIN OF PRECIPITATION:���� WORK ACCOMPLISHED TODAY: CONTRACTOR SIGNATURE SPECTOR SIGNATURE DATE: DAILY INSPECTION DIARY DAY: ATE: e6/6 /WORK PERIOD: WEATHER: TEMP. _ OF MIN C�O°F WORK ACCOMPLISHED TODAY: �� C_,O ✓;% / 1/IF2�2 a.m./p.m. to PRECIPITATION: a.m./p.m. CONTRACTOR SIGNATURE I SPECTOR SIGNATURE REPORT DATE: DAILY INSPECTION DIARY REPORT # DAY: DATE: ::e// //cP-IJORK PERIOD: a.m./p.m. to a.m./p.m. WEATHER: ©�/ -TEMP. MAX OF MIN�OF PRECIPITATION: WORK ACCOMPLISHED TODAY: Y 0 CONTRACTOR SIGNATURE INSPECTOR SIGNATURE DATE: DAILY INSPECTION DIARY DAY: (������ DATE: /' / WORK PERIOD: a.m./p.m. to WEATHER:OCi TEMP. MAX °F MINOF PRECIPITATION: WORK ACCOMPL SHED TODAY: CONTRACTOR SIGNATURE a.m./p.m. � N�j -; � - � IinSPfCTOR SIGNATURE REPORT uvrX DAILY INSPECTION DIARY DAY: DATE: WEATHER: /�oTEMP. WORK ACCOMPLI HED TODAY: *74�b/ ORK PERIOD a.m./p.m. to a.m./p.m. MAX��°F MINC°F PRECIPITATION: J� ll,_)_V,:::�� CONTRACTOR SIGNATURE INSPECTOR SIGNATURE REPORT DATE: DAILY INSPECTION DIARY REPORT DAY: DATE: % %//WORK PERIOD: a.m./p.m. to a.m./p.m. WEATHER: , C TEMP. MAX© °F MIN` °F PRECIPITATION: WORK ACCOMPLISHED TODAY: CONTRACTOR SIGNATURE IS, SIGNATURE DATE: DAILY INSPECTION DIARY REPORT DAY: DATE: / WORK PERIOD: a.m./p.m. to a.m./p.m. WEATHER: � _ TEMP. MAX �ffi °F MIN fW F PRECIPITATION: y WORK ACCOMPLISHED TODAY: /S� MO RAWE i OPEN L CONTRACTOR SIGNATURE IGNA DATE: DAILY INSPECTION DIARY REPORT DAY: DATE: WORK PERIOD: a.m./p.m. to a.m./p.m. WEATHER: TEMP. MAX eOP °F MIN°F PRECIPITATION: WORK ACCOMPLISHED TODAY: CONTRACTOR SIGNATURE INSPECTOR SIGNATURE DATE: DAILY INSPECTION DIARY REPORT DAY: DATE: // WORK PERIOD: a.m./p.m. to a.m./p.m. WEATHER: ,- TEMP. MAX �°F �� MIN �°F PRECIPITATION: /e WORK ACCOMPLISHED TODAY: '' S ' -s- Sc..p � • �-c�� s� AD CONTRACTOR SIGNATURE TOR SIGNA DATE: DAILY INSPECTION DIARY REPORT DAY: DATE: % P3 1),;),WORK PERIOD: a.m./p.m. to a.m./p.m. WEATHEGI Ci TEMP. MAX %�� °F MIN°F PRECIPITATION: WORK ACCOMPLISHED TODAY: FA -C—�-— =S v CONTRACTOR SIGNATURE J `�� INSPECTOR SIGNATURE DATE: DAILY INSPECTION DIARY REPORT # DAY: DATE: WORK PERIOD: a.m./p.m. to a.m./p.m. WEATHER: � Zz4(- TEMP. MAX ��°F MIN °F PRECIPITATION: WORK ACCOMPLISHED TODAY: a CONTRACTOR SIGNATURE INSPECTOR SIGNATURE C DATE: DAILY INSPECTION DIARY DAY: /,�' DATE: WEATHER: TEMP. WORK ACCOMPL SHED TODAY: fREPORT — / WORK PERIOD:O-m p.m, to a.m./p.m. MAX_Z7F MIN OF PRECIPITATION: CONTRACTOR SIGNATURE INSPECTOR SIGNA DATE: DAILY INSPECTION DIARY DAY: DATE: / / A WORK PERIOD: WEATHER: , TEMP. MAX OF MIN OF WORK ACCOMPLISHED TODAY: CONTRACTOR SIGNATURE Fli a.m./p.m. to PRECIPITATION: a.m./p.m. INSPEC OR SIGNATURE REPORT DATE: DAILY INSPECTION DIARY REPORT �l DAY: DATE: / WORK PERIOD ./p.m. to a.m./p.m. WEATHER: TEMP. MAX��°F MIN OF PRECIPITATION:C�7(/�, WORK ACCOMPLISHED TODAY: CONTRACTOR SIGNATURE INSPECTOR SIGNATURE DATE: DAILY INSPECTION DIARY REPORT DAY: DATE: l / WORK PERIOD: a.m./p.m. to a.m./p.m. WEATHER: , C TEMP. MAX OF MIN PRECIPITATION: WORK ACCOMPLISHED TODAY: CONTRACTOR SIGNATURE INSPECTOR SIGNATURE DATE: PUBLIC WORKS DEPARTMENT UTILITY ENGINEERING 1055 South Grady Way, Renton, WA 98057 Contractor Shoreline Construction Address P.O. Box 358 City Woodinville State WA Zip 98072 Contract Number Project Name Statement Number CAG 12-078 Earlington Sewer Replacement Phase II 1 The following statement shows the number of working days charged to your contract for the week ending July 20, 2012. Date Day Weather Condition Working Days Unworkable Day Caused by Weather or Weather Conditions 7/16/12 Monday I First Day of Work 7/17/12 Tuesday 1 7/18/12 Wednesday 1 7/19/12 Thursday 1 7/20/12 Friday I Daysthis week.......................................................... Days previously reported ............................................ Total days to date ...................................................... 5 i 0 0 0 CURRENTSTATUS Working Days Specified In Contract ................................. * Approved Extension of Time .......................................... Total Authorized Time of Contract ................................... Less Working Days Charges ............................................ **Working Days Remaining ............................................. r 1, 0 90 5 85 7 2.5- Za,z oject Engineer *Show only extensions approved by Change Order **Use negative totals to show overrun in time Note: The contractor will be allowed 10 days from date of this report in which to protest in writing the correctness of this statement, otherwise it shall be deemed to have been accepted as correct. H:\File Sys\WWP - WasteWater\WWP-27-3615 Earlington SS Repl Ph MCONSTRUCTION\WORKING DAY STATUS O1.DOC Contractor Address City PUBLIC WORKS DEPARTMENT UTILITY ENGINEERING 1055 South Grady Way, Renton, WA 98057 Shoreline Construction P.O. Box 358 Woodinville State WA Zip 98072 Contract Number Project Name Statement Number CAG 12-078 Earlington Sewer Replacement Phase 11 2 The following statement shows the number of working days charged to your contract for the week ending July 27, 2012. Date Day Weather Condition Working Days Unworkable Day Caused by Weather or Weather Conditions 7/23/12 Monday Clear I 7/24/12 Tuesday Clear I 7/25/12 Wednesday Clear I 7/26/12 Thursday Clear I 7/27/12 Friday Clear I Daysthis week.......................................................... Days previously reported ............................................ Total days to date ...................................................... > I 0 0 11 ll �lei :119121IRV I/:V I1110 Working Days Specified In Contract ................................. * Approved Extension of Time .......................................... Total Authorized Time of Contract ................................... Less Working Days Charges ............................................ **Working Days Remaining ............................................ /¢ roject Engineer *Show only extensions approved by Change Order **Use negative totals to show overrun in time 90 0 90 m Note: The contractor will be allowed 10 days from date of this report in which to protest in writing the correctness of this statement, otherwise it shall be deemed to have been accepted as correct. H:\File Sys\WWP - WasteWater\WWP-27-3615 Earlington SS Repl Ph H\CONSTRUCTION\WORK DAY STATUS\WORKING DAY STATUS 02.DOC Contractor Address City PUBLIC WORKS DEPARTMENT UTILITY ENGINEERING 1055 South Grady Way, Renton, WA 98057 Shoreline Construction P.O. Box 358 Woodinville State WA Zip 98072 Contract Number Project Name Statement Numhcr CAG 12-078 Earlington Sewer Replacement Phase II 3 The following statement shows the number of working days charged to your contract for the week ending August 3, 2012. Date Day Weather Condition Working Days Unworkable Day Caused by Weather or Weather Conditions 7/30/12 Monday Clear I 7/31/12 Tuesday Clear I 8/1/12 Wednesday Clear 1 8/2/12 Thursday Clear I 8/3/12 Friday Clear I Daysthis week.......................................................... Days previously reported ............................................ Total days to date ...................................................... I IJ 0 CURRENTSTATUS Working Days Specified In Contract ................................. * Approved Extension of Time .......................................... Total Authorized Time of Contract ................................... Less Working Days Charges ............................................ **Working Days Remaining ............................................. $ 4- Z— roject Engineer *Show only extensions approved by Change Order **Use negative totals to show overrun in time 11 0 90 15 75 Note: The contractor will be allowed 10 days from date of this report in which to protest in writing the correctness of this statement, otherwise it shall be deemed to have been accepted as correct. H:\File Sys\WWP - WasteWater\WWP-27-3615 Earlington SS Repl Ph IRCONSTRUCTION\WORK DAY STATUS\WORKING DAY STATUS 03.DOC Contractor Address City PUBLIC WORKS DEPARTMENT UTILITY ENGINEERING 1055 South Grady Way, Renton, WA 98057 Shoreline Construction P.O. Box 358 Woodinville State WA Zia 98072 Contract Number Project Name Statement Number CAG 12-078 Earlington Sewer Replacement Phase II 4 The following statement shows the number of working days charged to your contract for the week ending August 10, 2012. Date Day Weather Condition Working Days Unworkable Day Caused by Weather or Weather Conditions 8/6/12 Monday Clear I 8/7/12 Tuesday Clear I 8/8/12 Wednesday Clear I 8/9/12 Thursday Clear I 8/10/12 Friday Clear I Daysthis week.......................................................... Days previously reported ............................................ Total days to date ...................................................... I 0 0 0 CURRENTSTATUS Working Days Specified In Contract ................................. * Approved Extension of Time .......................................... Total Authorized Time of Contract ................................... Less Working Days Charges ............................................ **Working Days Remaining ............................................. LLZI roject Engineer *Show only extensions approved by Change Order **Use negative totals to show overrun in time BE 0 90 20 70 Note: The contractor will be allowed 10 days from date of this report in which to protest in writing the correctness of this statement, otherwise it shall be deemed to have been accepted as correct. H:\File Sys\WWP - WasteWater\WWP-27-3615 Earlington SS Repl Ph IACONSTRUCTION\WORK DAY STATUS\WORKING DAY STATUS O4.DOC PUBLIC WORKS DEPARTMENT UTILITY ENGINEERING 1055 South Grady Way, Renton, WA 98057 Contractor Shoreline Construction Address P.O. Box 358 City Woodinville State WA Zip 98072 Contract Number Project Name Statement Number CAG 12-078 Earlington Sewer Replacement Phase II 5 The following statement shows the number of working days charged to your contract for the week ending August 17, 2012. Date Da) Weather Condition Working Days Unworkable Day Caused by Weather or Weather Conditions 8/13/12 Monday Clear 1 8/14/12 Tuesday Clear 1 8/15/12 Wednesday Clear 1 8/16/12 Thursday Clear 1 8/17/12 Friday Clear I Daysthis week.......................................................... Days previously reported ............................................ Total days to date ...................................................... 5 20 25 0 0 U �181:i:1 tie 1&1 Ill twl Working Days Specified In Contract ................................. * Approved Extension of Time .......................................... Total Authorized Time of Contract ................................... Less Working Days Charges ............................................ **Working Days Remaining ............................................. O Z♦ roject Engineer *Show only extensions approved by Change Order **Use negative totals to show overrun in time T Note: The contractor will be allowed 10 days from date of this report in which to protest in writing the correctness of this statement, otherwise it shall be deemed to have been accepted as correct. H:\File Sys\WWP - WasteWater\WWP-27-3615 Earlington SS Repl Ph ll\CONSTRUCTION\WORK DAY STATUS\WORKING DAY STATUS 05.DOC Contractor Address City PUBLIC WORKS DEPARTMENT UTILITY ENGINEERING 1055 South Grady Way, Renton, WA 98057 Shoreline Construction P.O. Box 358 Woodinville State WA Zip 98072 Contract Number Project Name Statement Number CAG 12-078 Earlington Sewer Replacement Phase H 6 The following statement shows the number of working days charged to your contract for the week ending August 24, 2012. Date Day Weather Condition Working Days Unworkable Day Caused by Weather or Weather Conditions 8/20/12 Monday Clear 1 8/21/12 Tuesday Clear 1 8/22/12 Wednesday Clear 1 8/23/12 Thursday Clear 1 8/24/12 Friday Clear I I First Day of Work Suspension Daysthis week.......................................................... Days previously reported ............................................ Total days to date ...................................................... 4 25 29 0 0 0 CURRENTSTATUS Working Days Specified In Contract... ................. * Approved Extension of Time .......................................... Total Authorized Time of Contract ................................... Less Working Days Charges ............................................ **Working Days Remaining ............................................. �ye V 1?-4;1J 2- P oject Engineer *Show only extensions approved by Change Order **Use negative totals to show overrun in time i'Z1; 0 90 29 61 Note: The contractor will be allowed 10 days from date of this report in which to protest in writing the correctness of this statement, otherwise it shall be deemed to have been accepted as correct. H:\File Sys\WWP - WasteWater\WWP-27-3615 Earlington SS Repl Ph IRCONSTRUCTION\WORK DAY STATUS\WORKING DAY STATUS 06.DOC Contractor Address City PUBLIC WORKS DEPARTMENT UTILITY ENGINEERING 1055 South Grady Way, Renton, WA 98057 Shoreline Construction P.O. Box 358 Woodinville State WA Zip 98072 Contract Number Project Name Statement Number CAG 12-078 Earlington Sewer Replacement Phase II 7 The following statement shows the number of working days charged to your contract for the week ending August 31, 2012. Date Day Weather Condition Working Days Unworkable Day Caused by Weather or Weather Conditions 8/27/12 Monday Clear 0 Authorized Work Suspension 8/28/12 Tuesday Clear 0 Authorized Work Suspension 8/29/12 Wednesday Clear 0 Authorized Work Suspension 8/30/12 Thursday Clear 0 Authorized Work Suspension 8131/12 Friday Clear 0 Authorized Work Suspension Daysthis week.......................................................... Days previously repotted ............................................ Total days to date ...................................................... 0 29 29 0 0 0 CURRENTSTATUS Working Days Specified In Contract ................................. * Approved Extension of Time ......................................... Total Authorized Time of Contract ................................... Less Working Days Charges ............................................ **Working Days Remaining ............................................. 3 Zvl r lect Engineei *Show only extensions approved by Change Order **Use negative totals to show overrun in time e 61 Note: The contractor will be allowed 10 days from date of this report in which to protest in writing the correctness of this statement, otherwise it shall be deemed to have been accepted as correct. H:\File Sys\WWP - WasteWater\WWP-27-3615 Earlington SS Rep] Ph H\CONSTRUCTION\WORK DAY STATUS\WORKING DAY STATUS 07.130C PUBLIC WORKS DEPARTMENT UTILITY ENGINEERING 1055 South Grady Way, Renton, WA 98057 Contractor Shoreline Construction Address P.O. Box 358 City Woodinville State WA Zip 98072 Contract Number Project Name Statement Number CAG 12-078 Earlington Sewer Replacement Phase H 8 The following statement shows the number of working days charged to your contract for the week ending September 7, 2012. Date Day Weather Condition Working Days Unworkable Day Caused by Weather or Weather Conditions 9/3/12 Monday Clear 0 Labor Day Holiday 9/4/12 Tuesday Clear 0 Authorized Work Suspension 9/5/12 Wednesday Clear 0 Authorized Work Suspension 9/6/12 Thursday Clear 0 Authorized Work Suspension 9/7/12 Friday Clear 0 Authorized Work Suspension Daysthis week.......................................................... Days previously reported ............................................ Total days to date ...................................................... 0 29 0 0 0 CURRENTSTATUS Working Days Specified In Contract..... * Approved Extension of Time .......................................... Total Authorized Time of Contract ................................... Less Working Days Charges ............................................ **Working Days Remaining. c� 3 . .1 Pr j Engineer *Show only extensions approved by Change Order **Use negative totals to show overrun in time V m Note: The contractor will be allowed 10 days from date of this report in which to protest in writing the correctness of this statement, otherwise it shall he deemed to have been accepted as correct. H:\File Sys\WWP - WasteWater\WWP-27-3615 Earlington SS Rep] Ph IACONSTRUCTION\WORK DAY STATUS\WORKING DAY STATUS 08.DOC Contractor Address City PUBLIC WORKS DEPARTMENT UTILITY ENGINEERING 1055 South Grady Way, Renton, WA 98057 Shoreline Construction P.O. Box 358 Woodinville State WA Zin 98072 Contract Number Project Name Statement Number CAG 12-078 Earlington Sewer Replacement Phase II 9 The following statement shows the number of working days charged to your contract for the week ending September 14, 2012. Date Dad Weather Condition Working Days Unworkable Day Caused by Weather or Weather Conditions 9/10/12 Monday Clear 0 Authorized Work Suspension 9/11/12 Tuesday Clear 0 Authorized Work Suspension 9/12/12 Wednesday Clear 0 Authorized Work Suspension 9/13/12 Thursday Clear 0 Authorized Work Suspension 9/14/12 Friday Clear 0 Authorized Work Suspension Daysthis week.......................................................... Days previously reported ............................................ Total days to date ...................................................... 0 29 29 0 0 0 CURRENT STATUS Working Days Specified In Contract ................................. * Approved Extension of Time .......................................... Total Authorized Time of Contract ................................... Less Working Days Charges ............................................ **Working Days Remaining ............................................. Al� 3 JZ coject Engineer *Show only extensions approved by Change Order **Use negative totals to show overrun in time r'C Note: The contractor will be allowed 10 days from date of this report in which to protest in writing the correctness of this statement, otherwise it shall be deemed to have been accepted as correct. H:\File Sys\WWP - WasteWater\WWP-27-3615 Earlington SS Repl Ph II\CONSTRUCTION\WORK DAY STATUS\WORKING DAY STATUS 09.DOC Lo T (D M) N r z — z N z cz W o � N N U _cz Q. O N N U) O 0) i cz w R 2012 EARLINGTON SEWER REPLACEMENT AGEBOOK: DRAWING NO: Phase II s-1 SHEET: OF: 1 10 SI-13161 115011 w Q z W 0 rY LO CO co 1 N ri1 cn cz n U E N U cz Q rr N () 0 i Cif LLI PAY LIMIT SEE DETAIL FOR STREET RESTORATION REQUIREMENTS BACKFILL MATERIAL SHALL BE 100% SELECT IMPORTED BACKFILL PER SECTION 9-03.19 (SELECT BACKFILL) OF THE SPECIAL PROVISIONS PROPOSED 12" & 8" SEWER PIPE PIPE ZONE MATERIAL PER SECTION 9-03.12(4) GRAVEL BACKFILL FOR DRAINS OR PEA GRAVEL. EXCAVATION OF UNSUITABLE SOIL AND BACKFILL OF FOUNDATION MATERIAL (IF NECESSARY) DEPTH AS APPROVED BY ENGINEER. MATERIAL SHALL MEET SECTION 9-03.9(1) BALLAST 12" & 8" SDR 35 PVC SEWER PIPES TYPICAL TRENCH BEDDING AND BACKFILL 1. PROVIDE UNIFORM SUPPORT UNDER BARREL. 2. HAND TAMP UNDER HAUNCHES. 3. COMPACT PIPE ZONE MATERIAL TO 90% MINIMUM DENSITY EXCEPT DIRECTLY OVER PIPE WHERE COMPACTION WILL BE HAND TAMP ONLY. 4. PIPE MUST BE ANCHORED IN SUCH A MANNER AS TO ENSURE FLOW LINE IS MAINTAINED. 5. ALL EXCAVATION AND BEDDING AND BACKFILL MATERIALS BEYOND PAY LIMIT OF TRENCH SHALL BE INCLUDED WITHIN THE TRENCH EXCAVATION SAFETY SYSTEMS BID ITEM. SAWCUT FINAL JOINT TYP. EACH SIDE 1211 TYP TRENCH (SEE DETAILS) PAY LIMIT OF TRENCH PAYMENT LIMIT OF PATCH ASPHALT CONCRETE PAVEMENT RESTORATION DETAIL NOTES: EXIST. ASPH. CONC. PAVEMENT, TYP. 6" OF CLASS B ASPHALT CONCRETE PATCH PAVING SHALL BE DONE IN 2 - 3" LIFTS 6" CRUSHED SURFACING TOP COURSE BACKFILL (SEE BEDDING/BACKFILL DETAIL) 1. ALL TRENCHES IN ROADWAY AREAS SHALL BE BACKFILLED AND PATCHED PER SPECIAL PROVISION 5-06.1 AT END OF EACH WORK DAY. THIS WORK IS INCIDENTAL TO ALL TRENCH RESTORATION WORK. 2. THE FINAL SAWCUT JOINT SHALL BE A MINIMUM OF 1' BEYOND THE UNDISTURBED EDGE OF THE TRENCH. 3. ALL ASPHALT PATCH AREA OUTSIDE OF PAY LIMIT SHOWN SHALL BE CONSIDERED INCIDENTAL TO OTHER ITEMS OF WORK. 4. ALL TEMPORARY PATCHES ON TRENCHES SHALL BE PERMANENTLY PATCHED WITHIN (2) WEEKS OF COMPLETION OF WORK WITHIN THE ROADWAY AREA UNLESS APPROVED BY THE ENGINEER. NO. CONSTRUCTION NOTES 1. HORIZONTAL DATUM IS BASED ON MONUMENTATION AS SHOWN ON THE RESPECTIVE PLAN SHEETS. VERTICAL DATUM IS NAVD '88 BASED ON CITY OF RENTON CONTROL POINTS AS SHOWN ON THE RESPECTIVE PLAN SHEETS. 2. UTILITY CROSSING LOCATIONS AND ELEVATIONS SHALL BE DETERMINED BY THE CONTRACTOR IN ADVANCE OF ANY CONSTRUCTION ACTIVITIES. 3. EXISTING PRIVATE IMPROVEMENTS SHALL BE TEMPORARILY RELOCATED AND PERMANENTLY REPLACED TO ACCOMMODATE SERVICE CONSTRUCTION. 4. PROVIDE AS -BUILT INFORMATION SHOWING ALL INVERT AND RIM ELEVATIONS OF MANHOLE AND SIDE SEWER VERTICAL AND HORIZONTAL LOCATIONS. 5. INSTALL SEWER MAIN AND SERVICES A MINIMUM 2' FROM PARALLEL GAS LINES WHERE CONFLICT OCCURS. 6. WHERE UTILITY PIPE LINE VERTICAL SEPARATION IS LESS THAN (1) ONE FOOT, INSERT ETHAFOAM HS 600 PLANK -FOAM BOARD OR EQUAL AS CLEARANCE SEPARATION. 7. A TRAFFIC CONTROL PLAN SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW AND APPROVAL PRIOR TO BEGINNING CONSTRUCTION. MANHOLE ADJUSTMENT - RINGS SHALL BE "CRETEX PRO -RING" OR APPROVED EQUAL. (SEE NOTE 6) v . v MANHOLE FRAME AND COVER PER DRAWING 401. o. 411 54" 1% v. v v v a v a o a v o b o 6" 54" SANITARY MANHOLE 4" MIN. TO 12" MAX. 1. STEPS TO BE POLYPROPYLENE SAFETY STEPS. 2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED. 3. CASTING SHALL BE PER STD. PLAN 401. 4. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE. 5. ALL MANHOLES SHALL HAVE FLAT TOPS (NO CONES). 6. ADJUSTMENT OF THE CASTING TO GRADE SHALL BE ACCOMPLISHED UTILIZING "CRETEX PRO -RING" MANHOLE ADJUSTMENT RINGS OR APPROVED EQUAL. INSTALLATION SHALL BE PER MANFACTURERS RECOMMENDATIONS. 7. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING CHANNELING, COATED (SEALED) WITH A HIGH SOLIDS URETHANE COATING; WASSER MC-AROSHIELD OR APPROVED EQUAL; COLOR OF COATING SHALL BE WHITE. 8. RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE WITH ASTM C-443. 9. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 THE INSIDE DIAMETER OF THE LARGEST PIPE. 10. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK ADAPTOR, KOR-N-SEAL BOOTS OR APPROVED EQUAL. 11. IN UNIMPROVED AREAS, MANHOLES SHALL EXTEND A MINIMUM OF 6" AND A MAXIMUM OF 12" ABOVE FINISHED GRADE OR MUST HAVE A MINIMUM 2' DIAMETER CONCRETE RINGS POURED AT GRADE. IN PAVED AREAS, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. REVISION SURVEYED: PACE DESIGNED: JDH DRAWN: JDH CHECKED: DMC BY DATE APPR APPROVED: LH SCALE: N/A ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 REUSE EXISTING FRAME &COVER EXISTING PORTION C SECTIONS TO BE REP NEW SECTIONS OF MANHOLE TO MATCH DIAMETER OF LOWE SECTIONS OF EXISTING MANH( ALIGN NEW LADDER RUNGS WI EXISTING RUNGS IN THE LOWER/EXISTING SECTIONS. REMOVE UPPER PORTION OF EXISTINi OUTSIDE DROP AND INSTALL NEW INSIDE DROP PER STD. PLAN 402.2 ABANDON EXISTING OUTSIDE DROP BY FILLING WITH CDF OR PEA GRAVEL PLUG LOWER PORTION OI EXISTING OUTSIDE DROP WITH CONCRETE MANHOLE MODIFICATION INTERSECTION OF BAGLEY PL SW AND LANGSTON PL SW SANITARY SEWER CONNETION NOTES 7.5'± 1. WITHIN THE OPEN -CUT PORTION OF THE PROJECT, SIDE SEWER RECONNECTIONS SHALL BE ACCOMPLISHED USING FERNCO "STRONG -BACK" COUPLINGS OR APPROVED EQUAL. SIDE SEWERS SHALL BE RECONNECTED WITHIN 6 FEET OF THE NEW TEE UNLESS OTHERWISE APPROVED BY THE ENGINEER. THIS WORK SHALL BE INCIDENTAL TO THE SEWER MAIN LINE INSTALLATION. 2. WITHIN THE CIPP PORTION OF THE PROJECT, THE SEWER MAIN LINE CIPP SHALL BE INSTALLED PRIOR TO INSTALLATION OF THE SIDE SEWER CIPP REHABILITATION (CIPP FOR SEWER MAIN TO LATERAL REHABILITATION). SIDE SEWER REHABILITATION SHALL BE ACCOMPLISHED PER SECTION 7-24 OF THE PROJECT SPECIAL PROVISIONS. EXISTING PVC SIDE SEWERS SHALL NOT BE REHABILITATED. 3. CONNECTIONS OF NEW SANITARY SEWERS TO EXISTING MANHOLES SHALL BE ACCOMPLISHED USING SAND -COLLARS AND NON SHRINK EPDXY GROUT OR APPROVED EQUAL. DATE: CITY OIC APR 2012 �- R E N TO N EARLINGTON SEWER REPLACEMENT PALDBOOK: hDRAWING NO: Planning/Building/Public Works Dept. PI ase II S- 1 0 SHEET: OF. 10 10 SI-131ED1115C10 ii Llf Q Z U Ld 3 O CL T CO N i CL cz W E U _cz ^L W C/) 0 W M W W 2 V) W V) 218 r ^ / c#poR��, \ \ vJ L � � � Ft\M 45.4 W 43.4 \ 4�' \ I , 12 P� SE 43 3 \ 95 5p, g2.1 6l' D \ \E 12 \ �014 NS g21 \ \`M� N g0• g \E 6'„ CON g2 \ 214 92 9 0a S , LP�� N 59 8 Et\\A 6°' NW 56' \ Q \M 45' NW 40' \ Y 6 NNE sE # \ a3• �g.9 RECONNECT AL EXISTING E c S 59 cg 45 i R g3 g \\� e' CO �sS F PSEMENI GB R�MCpN N 5� 1 a LIVE SIDE SEW S. \E g„ C\,PY\ \E 12 , C00 S 59 9 A�°' 9 ' ' I 15 Coo E 40 •� \ �� \ f, Np 8 \E\„ pON S 8 g \E 1 C°N N R\M 55' S 52' 2 \E 15 \E 6" cpN SEE SEWER CO ECTION N' .52.1 9�' 4 \ \E \ \E ,, CO 52 co ., CON 46.3 � \ NOTES ON SHEE v 10 \ vE 1 z sE RAM 5� \ \E „DON 41.0 \ (TYP.) 2 \E 15 . coN S x 12 NANO RP\` \E 12 MN Ft\M N 39 6 \ i �P \ 24' SD pvC 3g.2 \ \E 12 „ cMP W 39'1 _ \ ce R\M t N 4� R\ \E 6 cpN v 5^ cMP SE sooB UNPLATTED STRIP BETWEEN PLAT AND EXIST. RAW - - - - - la �S�NPLT \ • i \ 2n SD — �� `nP v CUR CUT SD SD SID SD OHP Sp W W i� SD Q W - SID .O CURBCUT W W( W EX 8" CLAY SS 8" CL. W W -W CLAY SS EX MH 3 2" STW IP 3 - gM �Ep,D - C M\ 40 Sp - - — -- _� P ucP N'1�`50 �4 00 - - - -- - -- E,1293 51 x -- -- _ - \ --- — 2" STW IP X 4 p SD 6" Cl WATER W a G --- _ W W PSPHpLS P OHP P j �4bc1fi (TYP) �\ W� \ °¢wE g2.25 A cRvvE �e" ti ^86 ��a p a a1 �� �C - CB N S R,M 3 c° c c° R 5C. 3 \ Soo N NW .6 c°Nc " w °R�vE a E 0 1 w � � c�RB SD \ NW 5 � \ U \ \ � C a 1 D w E E I E N 3• I� � E 12' C°N S • �4 < � �� EX.��D SpHa�s \E \E 12"„ CON N� 5 . . \ 3 P \E 12 SO \ as o �gE\'AEKED '' \ CONNECT NEW SEWER TO -o Q"° \ EXISITING MANHOLE. I I E SEWER CONNECTION I S W L A N GS TON 35, NOSES ON SHEET 10 \ RD , \ \\� Ca \ E339 0 (TYP.� V 1 R �L ,82 I HSE FLOOR S \ / \ \E 2!' NS BOO � 1ST MEN I 1ST g PSEMRN W, I \ 3 6- _ / M 44 42 \ CB R�MC N N w 441 4 V A I I r.�, JJI� � //,cP �\ sW 8„ Pv� N \ r , 025, _ I v / vE 4 I ,L. oo.9r� NOTE.' SIDE SEWER LOCATIONS ARE BASE ON BEST INFORMAT/ON AVAILABLE. THE CONTRACTOR SHALL BE RESPONSIBLE TO RECONNECT/REINSTATE EACH LIVE SIDE SEWER THAT IS CONNECTED TO THE SEWER MAIN LINE. THE CONTRACTOR SHOULD ASSUME THAT ALL ADJACENT PROPERTIES ARE CONNECTED TO THE SEWER MAINS UNLESS OTHERWISE VERIFIED. 4, ' 0 MH #1 ..... ....... ..EX.. ................ N 178140.:63 9O o ROAp.. ..............................:.........:.........:.........:... :E 1297466:43......:.........:... REMOVE:EXISTING. MH AND REPLACE WI TH NEW 54" MH 80. o : : �, : RIM= 67"47 80 ...................... �y :.........:.........:'QEMp L lE�12 SE*'59.30••: . . . lE 12" NW = 59.40 EX; SSMH 5318-138 (BRICK): N •178059.53 ; l4/�c,QgN a� E 1297721.77 o +' � i U 70. REP 3 � .... � L- M12" 4E70 ��'.... ............................. .. . .� 0.......................................:.........:................ •„• 4 ................................................... E • E � • 32.8• (EXISTING) : • E IE •10 ,SW = 32.9 (EXISTING.) lE; 12 NW = .33.70 60 ...................................................................................................41 ............................. ............................................................................................ ................... EX. ROAD ABOVE sE -WER 3 .0 o :.......50:.........:.........:.........:.........:.........:.........:.........:.........:.........:.........:...................:.................. REMO.V`c ........o :a ......a.:.........:...... :.......50.: 40:.........:.........:.........:.........:.........:.........:.........:.........:.........:.........:.........:.........:.........:.........:.........:.........:.........:....... y264 �F 0 ...°...........: :.......40. F 12•.PV C 9 70% o 30 . 30 . ................................................................................................................................................................................................................................................................................ •�-_�•��of wASH,tiQ� Know SURVEYED: SCALE: VERTICAL UAit: 23169 �Q' PACE „ , HORI ONTAL• NAD 1983/1991 �► APR 2012 ��$TEa�G\�� DESIGNED:JDH 1 =20 �I �- CITY OF FIELDBGOK: ONAL RENTON EARLINGTON SEWER REPLACEMENT PAGE: DRAWN: JDH ONE INDRAWING NO: CH �ATU M CHECKED: AT FULL SCALE Planning/Building/Public Works Dept. P ase II S — 2 DMC IF NOT ONE INCH NO. REVISION BY DATE A P P R APPROVE LH SCALE ACCORDINGLY SHEET: 2 OF: 10 nommmmmm L0 r c'MJ SEE SHEET 8 -SEE SHEET 7 5 Ld Q z U LLJ O ry N I (z n E U cz a� 0 cm cz cai W W Ln W Ln W W 2 W W (n :�_o 140 :.... rL.JJ 15 12' Co •SE 11�., \E 12 CON I7L, o c)j'C) f 0065 I W/ BASEMENT I NOTE.' SIDE SEWER LOCATIONS ARE BASE ON BEST INFORMATION AVAILABLE. THE CONTRACTOR SHALL BE RESPONSIBLE TO RECONNECT/REINSTATE EACH LIVE SIDE SEWER THAT IS CONNECTED TO THE SEWER MAIN LINE. THE CONTRACTOR SHOULD ASSUME THAT ALL ADJACENT PROPERTIES ARE CONNECTED TO THE SEWER MAINS UNLESS OTHERWISE VERIFIED. NSE F\ OOR E�_1p8 1So BASEMEN N \t\E 12' ON SE •\v- \E 12 C 130....................................... ................................................................................. ..:............................ ................................ EX. ROAD ABO, L_ u MH #3 SEWER w >> N 17835414 3 N ; 12o..:.........:.........;. ....:......:.........:.........:..... ............................. E•129680448....RE;vo L REMOVE: EXISTING MH AND :E14i REPLACE WITH NEW 54" MH' ERAlVD REPS RIM= 138- 81 ACE w 110 :.......... ................. ........................:lE 12' SE*= 132:3g.:.........:.........:.........:...................:.........:......... .........H`34�LFp'F./ „... . 1E 12" NW: = 132.49 (RECONNECT EX. SEWER) 2 '"VC:@ 9 7/ 1E 12 N = 132.49 til -- z No. REVISION W J fw SURVEYED: PACE DESIGNED: JDH DRAWN: JDH CHECKED: DMC AP P R APPROVED: LH SCALE: 1 "=200 ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL NAVD 1988 HORIZONTAL- NAD 1983/1991 DATUM NSE # E\-•,108 0 105 ap, Ft\M 1pp 0 .P� N SE 99 8 3. vv. i L,yN(;STON C HSE # o2pR E�•,93. W / e PSEMENI N 178248.48 E 1297132.05 130 REM • VE EXI TIN• M ................... REPLACE WI TH .NEW 54" MH RIM= 105.80 1E 12" SE = 99.31: 120 lE 12" •NW = 99.41 .. ...................................... 1E 6" N. = 99.90 (RECONNECT EX. SEWER) E L_ .....V).............................................. U) 1 3 10 ai m • N a) 3 Q) 80 ............................... I......... im CITY OF APR 2012 }l RENTON EARLINGTON SEWER REPLACEMENT PAGE: R h DRAWING NO: Planning/Building/Public Works Dept. PI IaSe II S-3 SHEET: 3 OF:10 MEMENNNE LO TM�y� t-J N Ld — Z N W cz O ry W E U CCU Q i Q� O 4_0 i W a z J Ln W W 2 Cn W W Ln Ll') F_ W 2 W W �, r r (J I 406 ,16° 3 _ # E I JJ» : a --� ss � >> l I. -�,� ,NNo e p of ENS NSS f\-OpR�N1 a 2 8 `gyp 1 PSEM N v J Et\M 185 W21 SE # 5 EL =19 W 8 w a CB CON W 1g1 I `2 v' I 16° 53 .2 I 0 PSEMEN / o a �J \E 6„ CON N S 1 go.2 '� ,� 2`' I R\M W 156 \ / w a 1E 6 „CON I S�MN„ CON s 156.6 NNEC�oN CL I o I \\1OCOWqp8 563,15g 3 I GSPNR�Ow �SNNNEoCy pN6 � 2 1� oR 5PCNPI NSE o 1SlF\ MNS Bp'SE I �PNOSGP �• —.J W � � l 1 a1 ' g2 NSE # OR I I NSE N� a$ / v TO�� R M 6 CB Ft\M1ST g PSEMEN� e PSSM� uj Q G8 R\M 1a6 5 v WpTERPv� SE 6 CON W 159 6 W 0 .. S Q A \E ON S z J I 6" C°N iE 12, C I 0 3 z a \E 1g2 86 ° I m \E I 3 CB R\ CON 18g r LANDSCAPE 1 I mm _ELWALL (TYP, G�NG \E W L A N S O N R D GON C• GONG, w z --OHP -- w o a z I ° WALL v ~ GONGR OHP --- U E ONCRETE OR WALK 0 (ASPHALT--- - -- y W CUR CUT z ASPHALT OFtP - ASPHALT y W (TYP) - 0 P -- Ze o PAL Z - o W S4 H - OHP - H — 0 W CURBCUT ❑ LANDSCAPE WALL (n W (TYP) W EX 8" CLAY SS CONC. WAS N W W W W CL \ S 70 05 7 cJ 3' E EX 8" CLAY SS N �, W ASPHALT � ROADWAY 169.7I — — 2.. STW IP N EX 8" c En 41 S72'04'12"E G N — - - — 3 ,64' 401N 3 CONCRETE WALK cuRBcuT _ SO (" \ — 3 CB RIM 149.62' G_- (�P) ---- --- IE 6" CON S 148.3 STW IP _ 9 2°6 6g 1 30 M D 6 CURBCUT 3 \M 1 N R\M� e(3(3.6 SONN CpN NW 202 GONG. c c- El sD ® (TYP) $ W,E1gg 6 \E 6 2, CON E 2°1.5 O��c �R>VE 0 `� �� zo GONG. ASPHA CONCRETE WALK 6 S% \E CoA QO7 ASPHA T gyp' DRI ASPHALT DRI 'I ¢ S WALL DRIVE o—o --O —o-D -o-- I I o � N R\M 16055 ° � DRIVE _ r- I SOM ON NW 155 0 ° _T o r I , J J�� \E 1C pON NS 15 15g?°5 REINSTA E I I \E 12, CO SSMN R\ SE 153 ALL E TING z I \� a, LIVE SI�E SEWERS AND INSTALL \E 8' CAP CIPP SEWER' MAIN I NSE #ENS E` " I N TO LA TERA F777�BPSEM \E � I / 5°� 1� ° 4 \E 6, SMN R\M MN EHAB L/TA TON A T EA S (S 2 So N 3 SEE S8W 3 7;I r - ��� 1 C\-P� NE 1� 6 3 4, Pvc SS 1�2' I /. g ER CONNECT/ON. \M I �, J J �J �E $: CPS NW 11 �E 12' c°N I 501 ,156 NO TES ON SHEET 10 SDMN R NW 1 g I \E A � 0NA C°N N 146 SgMH - - - - r- (TYP.) I I \E \E 6„ CON SE 14A 1 12 C 525 F\N• I r J JJ I rL. J J�/ \E 12, °ON I"4�0�9' \E 12' C I NOTE. SIDE SEWER LOCATIONS ARE BASE ON BEST INFORMATION AVAILABLE. THE CONTRACTOR SHALL BE RESPONSIBLE TO RECONNECT/REINSTATE EACH LIVE SIDE SEWER THAT IS CONNECTED TO THE SEWER MAIN LINE. THE CONTRACTOR SHOULD ASSUME THAT ALL ADJACENT PROPERTIES ARE CONNECTED TO THE SEWER MAINS UNLESS OTHERWISE VERIFIED. 200 200 - 190 .....................................................----------------------------......-------.................------------------------------------------------- --------------------------------------------------------------------------------------------------------------------------1-- suRVEYEPACE SCALE: VERTICAL- NAVD 1988 2 1� 69 Q HORIZONTAL NAD 1983/1991 ;� a/sT�a� �$�✓� DESIGNED: 1 ' —20 CITY 0 � JDH _ R EN TON EARLINGTO �-' DRAWN: = JDH ONE INCH �ATU M CHECKED:D AT FULL SCALE Planning/Building/Public Works Dept. IVIC IF NOT ONE INCH N 0. REVISION BY DATE A P P R APPROVED: LH SCALE ACCORDINGLY m m m m I--i w APR 2012 N SEWER REPLACEMENT PAGLEDBOOK: DRAWING NO: Phase II s-4 SHEET: 4 OF. 1 0 S 1- 131611 LJ z N w Cz O n IY a -a a) E U Cz Q rr i Q� V J O 4t 0 W w z zui VALK CO RIM= 224.28 oP� --- — OPT W - W_ fX 8" C CoNC. DRIVE CONC. DRI VE CONC. DRIVE I HSE#22g.6 NO e PS�MENC SEE SHEET 9 I ❑ ORPVE\- Iw- N w N W W W ALI w- ....., MH #4 ' ss w 9'H 18 5.7 0' _ N _ 3 — _ _ CD OpC \ CONC WA`K \ N _ 216�A \ j - � GB R\M � 2� 2 g � W SD W % OP 3 \E 6„ �- o�P —SD / r� JJ�� I _ SW LAN( �9 /° MSD Q � �� r 00.�0 � . CONC. ALK 04 o W' 3 60 I w .1 '7 oP 5I w D "E � , DRIVE 3D 2%2 s W �� � WINO s A 220 4 9 \ OP a NCE sEc 28 oEC\D• GB R\N`/ W /21 3 F� 6„ N. W W / so \ PP NSE#60245l �9 I \ SD ° \ ` opl I MN 211• � W/ SO 6„5.E•,/215.5 \ I CONC WALK W N AST C 12, E,-2918 I z W \ s° y 206 616 15S F�. CO R\M- 21 DRIVE I \ W ` w OP, P CONC WALK \ CO�C N N I f\SE#22�21 g W / CONC.' \ \ SD c 8' 4 4' GON S 202.6 E\ • 4EP\1 I I DRIVE o OPL \ w ROADWAY SSg°5j w 15 F�• so ° 10„� oP V NSE# 21.2 z �� 220.Og� �- E` ,2 MEND I CONC. n 0 \ \ I m W pa DRIVE DRIVE 0 \ 5y \ ti W I rL. J3, 70 � VV � \ • ' I IV w 8 �I ,2�5' 2 T I RECONNECT ALL EXISTING E FDA 15� F� Ge 6`M5 -21�3 z ON S° (,f RD NS #2�g 3 j F\ \E 6„ N.-2 CONC. WALK z» p cas SS LIVE SIDE SEWERS. I w%BPSEME� 62� AS \E CONC. \ . CoN 9°s I,o I cw \ rn I SEE SEWER CONNECTION �`�BPs�MENj DRIVE A`K S° NOTES ON SHEET 10 TI, 036-:6 W l I W rn (/ YP,) I I - r FZ\M'�20� ,210 45 SD -i I SMN O 12 W' 201 R\M� 201 8 I\.E• \•E' \C P\N I I E#613 1ST F� 6M 6 �2M 6 BRPSS N z �� z N D ?g6,41 * 2 u \ U II � ' I E 2°g• NOTE: SIDE SEWER LOCATIONS ARE BASE ON BEST INFORMATION AVAILABLE. THE CONTRACTOR SHALL BE RESPONSIBLE TO RECONNECT/REINSTATE EACH LIVE SIDE SEWER THAT IS CONNECTED TO THE SEWER MAIN LINE. THE CONTRACTOR SHOULD ASSUME THAT ALL ADJACENT PROPERTIES ARE CONNECTED TO THE SEWER MAINS UNLESS OTHERWISE VERIFIED. 240 ABANDON........................................ ....... ............. EX SSCO N 178801.37 E 1295767.56 RIM = 224.28 230 ...............................................................................................................:........................................ :..................2304.1 .:..... •.� .� o �j of WWAAS;;+ y :LPG lln�tt�! QUO 16� � TEPF'o`�Q�r AL ENG� 091 REVISION SURVEYED: PACE DESIGNED: JDH DRAWN: JDH CHECKED: DMC BY DATE APPR APPROVED: LH SCALE: 1 "=20' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 CITY OF O RENTON DATUM Planning/Building/Public Works Dept. APR 2012 EARLINGTON SEWER REPLACEMENT PAGEBOOK: Phase I I DRAWINGS 5 SHEET: 5 OF:10 SI-13161 1 1�1015 Ld Ld 7) 0 ry 0- L0 "r— (D ce) r-1 C\l r� U) cz c: a) E U cz 0- a) rr U) c: 0 c: cz ui rin DIU- Or,Z P',l TL 0570 -r, L 0 -5 8 0 REINS TA TE A L L EXISTING L I VE SIDE SEWERS AND CIPP SEWER MA7N TO LA J iz '5 777411 T�L 055,0 .. I TL 0636 TL 05410 NOTE- SIDE SEWER LOCATIONS ARE BASE ON BEST INFORMA TIONA VAILABLE. THE CON TRA C TOR SHALL BE RESPONSIBLE TO RECONNEC TIREINS TA TE EACH L I VE SIDE SEWER THAT IS CONNECTED TO THE SEWER MAIN LINE. THE CONTRACTOR SHOULD ASSUME THA TALL ADJACENT PROPERTIES ARE CONNECTED. TO THE SEWER MAINS UNLESS OTHERWISE .VERIFIED. r L 062 0 5 .Oro 0 ,p,c,v,�rol zo vvo co 250 0`) Do 4-1 L 250 ...... ......... ................ ............................................. IE X 4-1 y ROAD ABOVE ROAD AE30VE :SEWER WER ................................................................................................... ............................................................... 0 _�E Q) 0 Q> 0.5 41 0 L cf) 240 .0E 240 .................... ... .............................................................................................. ......... ..... . . . . ........ ................................................... .................................... Z2ZM=Z2Z= ABANDON A Q) U) U) ZMMMMZZ2277, PIPE WITH ZZZZZZ2ZZ-`22ZZl77 nUMMZMZM227 N 179009.." 'CONCRETE 95 INSTALL 461 LF OF 6Clpp 0 230 ............................ E 1295224.53 .............. .................................................. ............................................................................... .PLUG INSTALL NEW 54 MH RIM= 253.'50 /E 8" SE 240.05 (RECONNECT EX. SEWER) APPROX. 3'OF8"PVC 220 ..................................................................... I ................................................................ ..................... .................................................... ......... .00NNECTED,TO* THE— ........... EXISTING 6" CONCRETE. 230 ..................- .. .............220......- .. 200 200 - ........................... .................................................................................................................. I ......................................................................................................................................... NO. REVISION SURVEYED: PACE DESIGNED: JDH DRAWN: JDH CHECKED: DMC APPROVED: LH SCALE: VERTICAL NAVD 1988 1 11=20P HORIZONTAL: NAD 1983/1991 ONE INCH AT - AT FULL SCALE V IF NOT ONE INCH SCALE ACCORDINGLY CITY OF APR 2012 FIE RENTON EARLINGTON SEWER REPLACEMENT PAGLDBOOK:E: DRAWING NO: Planning/Building/Public Works Dept. Phase II S-6 SHEET: OF: 6 10 S-3161B06 W Q Z U W O ry n FILENAME: PROJECT NAME Lid cy) N Ld F__ U) C) cz Ld 0 n c: a) E cz c/) 0 .6--1 cz w #606 "SE If, rOR F_u- I- A 0035 "I SD 09 1ST F� A 5.6 _kcwl Iyy - eoo() Eu.,223.0 GIB 18-- ­_ . I .E. ASC BM ro-73-2-1 tA BRASS ?� E:O MIC 854 .56 (36 19- Q9 3.22 HSF # 510 ::z2lB.lj 1ST FLOCR — ICW� SW LANGSTON:PL f5i 4 HE # 512 \_00?\ F RAM 196.29 79 49 S, jj_, 201 OSE # 00F, 4Lu 1,33--1 F-\-- Et4l NO REPLACE EXISTING BROKEN SIDE SEWER TEE WITH NEW -PVC TEE (APPROX. 10, WEST OF MH #7) NL:HA19117ATION ATEACH. OSE SEE SEWER CONNECTION ISI F\_00?\ NOTES ON SHEET 10 (TYR) I 10 181.58' \N �IEPVC -7-7.6 IV: CB 1110.1 FLOORHSE 420 173.3 EX. SSMH- (CONCRETE)- 220 N- 17-862-_�-bb ................................................................................... E 1296450.76 RIM= 196-29 IE 8" S = 179.49 IE 8" E 179.59 /E 8" W.= 189.83 WITH 210 ................................................................................................ INSIDE DROP /E 8 = 179.59 (STD. PLAN 402.2) REPLACE EXISTING BROKEN MANHOLE TO BE: MODIFIED SIDE SEWER TEE WITH -NEW PVC PER DETAIL ON SHEET 10 TEE (APPROX 10'WES TOF MH#7) 200 ......................................... ......... ­ .......................................... LOCATE AND REMOVE ABODE SEWER ........... ............. EXIBURIED C. O. ...................190.....- ...... INSTALL 144-LF OF 8" CIPP EX. 8" CLAY SAN. SEWER ............................................ ... ........... ....... -BAGLEY -PL -SW ... ............................... EX -SSMH ..................................................... ................................. .... N 178477.47 E 1296413'76 RIM = 186-.76 IE 8" SE 176.2 = = PRIOR TO CIPP INSTAL LA TION, IE 8" NW 176.3 INSTALL AN ADDITIONAL. 8. LF OF ........ .................................. .............................. ... EX.- ROA'P' ABOVE- 8E .................... . I'E' 8"' N 176.2 .......................................................................... : 'MH'#7' WER 0" 01/fl% AAA Tf%" 4711 Cl n0r7 ........................... ................................................................... INSTALL 1511FOF8"CIPP Rol 0 .............1..8...- ...... ............. 1.70 ........ IV 110095.60 x NOTE: SIDE SEWER LOCATIONS ARE BASE ON BEST INFORMATIONA VAILABLE. E 1296591.96 .................. THE CONTRACTOR SHALL BE RESPONSIBLE TO RECONNECT/REINSTATE INSTALL: NEW 54"MH 160 ... EA CH LIVE -SIDE SEWER TRA T. IS CONNECTED TO THE SEWER MAIN LINE: ....................................... RIM; ."10 .......................... THE CONTRACTOR SHOULD ASSUME THA TALL ADJACENT PROPERTIES 1E 8" W = MA TCH EXISTING ARE CONNECTED -TO THE SEWER MAINS- UNLESS OTHERWISE VERIFIED. REVISION SURVEYED: PACE DESIGNED: JDH DRAWN: JDH CHECKED: DMC BY DATE APPR APPROVED: LH SCALE: 1 "=20' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VEffrICAL, NAVD 1988 HORIZONTAL- NAD 1983/1991 t A6 R CITY OF RENTON EARLINGTON SEWER REPLACEM ' Planning/Building/Public Works Dept. Phase II APR 2012 ENT FIEL PAGEDBOOK:: DRAWING NO: S-9 SHEE!". OF: 9 10 mmmmmmmm