SHEET INDEX Sheet Sheet Title Number

1 COVER 2 PIPE ID 7156 3 PIPE ID 7180 4 PIPE ID 7230 5 PIPE ID 5906

6 PIPE ID 5714 7 PIPE ID 5715 8 PIPE ID 6276 9 PIPE ID 6275

10 PIPE ID 6186 11 PIPE ID 6238 12 PIPE ID 6827 13 PIPE ID 4810 14 PIPE ID 4811

LEGEND

• EXISTING SEWER MANHOLE, DEAD END OR MAINLINE CLEANOUT

- ss - EXISTING SEWER LINE

0 EXISTING CLEANOUT

--- INSTALL CIPP MAINLINE

NEW PRIVATE SS LATERAL

----}( SEWER LATERAL TO BE ABANDONED

• NEW PRIVATE C/O

1111 NEW PROPERTY LINE C/O

GENERAL NOTES

CITY OF ALBANY SS-15-02, 2015 PIPE BURSTING PROJECTS

Bryant

Park

J

Hmar;aM~

*

l..Jberly Elementary School Zl!nf Avo.

1. ALL CONSTRUCTION SHALL CONFORM TO THE CITY OF ALBANY STANDARD CONSTRUCTION SPECIFICATIONS AND ASSOCIATED STANDARD DRAWINGS. THE CURRENT VERSION OF THE CITY OF ALBANY STANDARD CONSTRUCTION SPECIFICATIONS CAN BE FOUND ON THE CITY'S WEBSITE AT WWW.CITYOFALBANY.NET.

2. UTILITIES SHOWN ARE FOR REFERENCE ONLY. FOR A FIELD LOCATE, CALL THE UTILITIES NOTIFICATIONS CENTER AT 1-800-332-2344.

3. OPERATING ACCESS FOR CITY MAINTENANCE PERSONNEL TO EXISTING AND NEW WATER VALVES AND MANHOLES SHALL BE CONTINUOUSLY MAINTAINED BY THE CONTRACTOR DURING ALL CONSTRUCTION ACTIVITIES.

4. CONTRACTOR SHALL VERIFY ALL EXISTING PIPE ELEVATIONS, PIPE DIAMETERS, AND PIPE MATERIALS AT CONNECTION AND ABANDONMENT LOCATIONS PRIOR TO CONSTRUCTION. ANY DISCREPANCIES SHALL BE REPORTED TO ENGINEER PRIOR TO BEGINNING WORK.

5. ATTENTION: OREGON LAW REQUIRES YOU TO FOLLOW RULES ADOPTED BY THE OREGON UTILITY NOTIFICATION CENTER. THOSE RULES ARE SET FORTH IN OAR 952-001-0010 THROUGH OAR 952-001-0090. YOU MAY OBTAIN COPIES OF THE RULES BY CALLING THE CENTER. (NOTE: THE TELEPHONE NUMBER FOR THE OREGON UTILITY NOTIFICATION CENTER IS (503) 232-1987).

6. CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER INSTALLATION AND MAINTENANCE OF ALL EROSION PREVENTION SEDIMENT CONTROL (EPSC) MEASURES IN ACCORDANCE WITH LOCAL, STATE, AND FEDERAL REGULATIONS UNTIL ALL CONSTRUCTION IS COMPLETED AND APPROVED BY THE CITY OF ALBANY, AND VEGETATION/LANDSCAPING IS ESTABLISHED. FOR GUIDANCE, REFER TO THE CITY OF ALBANY EPSC MANUAL WHICH CAN BE FOUND AT www.oltyofalbany.net.

7. CONTRACTOR SHALL VERIFY AND EXPOSE ALL PRIVATE LATERAL CONNECTIONS AT THE MAIN PRIOR TO CONSTRUCTION. ANY DISCREPANCIES REGARDING PIPE DIAMETER AND MATERIAL SHALL BE REPORTED TO THE ENGINEER PRIOR TO BEGINNING MAINLINE CONSTRUCTION.

8. PIPE AND MATERIALS INSTALLED ON PRIVATE PROPERTY SHALL BE IN ACCORDANCE WITH THE 2011 OREGON PLUMBING SPECIALTY CODE.

9. CONTRACTOR SHALL OBTAIN PLUMBING PERMITS FROM THE CITY OF ALBANY BUILDING DEPARTMENT WHEN WORK EXTENDS ONTO PRIVATE PROPERTY FROM THE SEWER MAIN.

10. ALL PRIVATE SERVICE LATERALS SHOWN TO BE REPLACED SHALL BE PIPE BURST UNLESS OTHERWISE NOTED ON THE PLANS OR AS SPECIFIED BY THE ENGINEER.

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EXPIRATION DATE: 12/31/2015

SHEET NO. 1 OF 14

PROJECT NO:SS-15-02

FILE: FILENAME.DWG

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MATERIAL CHANGE SUMMARY STARTING FROM

DOWNSTREAM MH 1141210430

FOOTAGE

6'-8' 97'-1 00' 157'-162'

165'-168' 196'-340'

DESCRIPTION PVC SPOT REPAIR PVC SPOT REPAIR PVC SPOT REPAIR AND MAINLINE TEE PVC SPOT REPAIR 8" PVC MAINLINE

VICINITY MAP

81\-\

PIPE LOCATION

EOOIA!:lE

40.9'L 63.7'L 93.5'L

155.6'R 160.4'T

188.1'L 190.1'R

INSTALL CLEANOUT ON EXISTING SEWER LATERAL. (2) TYPICAL THIS SHEET.

TOTAL NUMBER Of RECONNECTED SERVICES TOTAL NUMBER Of REPLACED SERVICES TOTAL NUMBER Of NEW SERVICE CONNECTIONS

7156 8" VCP

1141210440 11412104.30

196 4 .3

LATERAL SUMMARY STARTING FROM DOWNSTREAM MH 114121 0430 illfQti ~ROPEBTY SERVED LATEBAL CO!::ISIBUCIIOt:! t:!OIES

RECONNECT 810 WALNUT ST SW RECONNECT LATERAL AS SPECIFIED RECONNECT 903 9TH AVE SW RECONNECT 6" LATERAL AS SPECIFIED RECONNECT 911 9TH AVE SW REPLACE 6" LATERAL IN PLACE RECONNECT 920 8TH AVE SW RECONNECT LATERAL AS SPECIFIED RECONNECT 938/936 8TH AVE SW REPLACE 938/936 8TH AVE SW LATERAL IN

AND 925 9TH AVE SW PLACE. REPLACE/RELOCATE 925 8TH AVE SW LATERAL AS SHOWN.

ABANDON - ABANDON CONNECTION ABANDON - ABANDON CONNECTION

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EXPIRATION DATE: 12/31/2015

SHEET NO. 2 Of 14

PROJECT NO:SS-15-02

FILE: BASE.DWG

PIPE

Jl ( -UPSTREAM CLEANOUT

1141210290DE DEPTH= 3'. REMOVE EXISTING CLEANOUT AND INSTALL NEW MAINLINE

CLEANOUT. SEE STANDARD DRAWING NO. 416. ' ~ \ l

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NOTE: CONTRACTOR SHALL NOT START WORK ON THIS SEGMENT UNTIL JULY 21, 2015.

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6+21 TO 6+64

CORE DRILL EXISTING

MANHOLE AND OPEN TRENCH

8" PVC SEWER LINE AT 0.4%

SLOPE (W). INSTALL NEW

MAINLINE CLEANOUT IN

SIDEWALK. SEE -:::::.t:::H--n STANDARD

DRAWING NO. 416. VERIFY WORK WITH

ENGINEER PRIOR TO

INSTALLATION.

625' OF 8"

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1130530730' I DEPTH = 4.5'.) CONNECT TO AND lj!

RECHANNEL EXISTING'\ I

MANHOLE.

L_1,

209.9'-214.9' SPOT REPAIR AND TWO MAINLINE

Unn Av •

Front Ave.

PIPE OF 8"

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LOCATION

FOOTAGE

74.0'L 76.7'R 79.7'L

123.5'R 126.4'L 163.6'R 166.6'L 211.8'R 214.1 'T 216.2'L 262.7'R 265.4'L

WILLAMETTE ST

UPSTREAM MH 1130540670 DEPTH = 9.75'. CONNECT TO AND RECHANNEL EXISTING MANHOLE. ACCESS MANHOLE FROM 2231 FRONT AVE NE.

LATERAL SUMMARY STARTING FROM DOWNSTREAM MH 1130540670 ACTION PROPERTY SERVED LATERAL CONSTRUCTION NOTES

RECONNECT 2202 WILLAMETTE AVE NE REPLACE ENTIRE LATERAL IN PLACE RECONNECT 2205 FRONT AVE NE RECONNECT LATERAL AS SPECIFIED

ABANDON ABANDON CONNECTION RECONNECT 2209 FRONT AVE NE REPLACE 20' OF LATERAL AS SHOWN RECONNECT 2208 WILLAMETTE AVE NE RECONNECT LATERAL AS SPECIFIED RECONNECT 2215 FRONT AVE NE REPLACE ENTIRE LATERAL IN PLACE RECONNECT 2214 WILLAMETTE AVE NE REPLACE ENTIRE LATERAL IN PLACE RECONNECT 2219 FRONT AVE NE RECONNECT LATERAL AS SPECIFIED RECONNECT 2220 WILLAMETTE AVE NE REPLACE ENTIRE LATERAL IN PLACE

ABANDON ABANDON CONNECTION RECONNECT 2227 FRONT AVE NE REPLACE/RELOCATE LATERAL AS SHOWN RECONNECT 2226 WILLAMETTE AVE NE REPLACE ENTIRE LATERAL IN PLACE

UPSTREAM MH 1130540470 DEPTH = 6.9'.

CONNECT EXISTING MANHOLE. REMOVE BRICK CHIMNEY AND REPLACE WITH GRADE RINGS

AND FRAME AND COVER. ADJUST RIM ELEVATION TO

4" ABOVE EXISTING GRADE.

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5th Ave.

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VICINITY MAP

305

PIPE LOCATION

FOOTAGE

43.9'R

46.6'L 1 04.0'R 1 07.0'L 158.0'R 161.5'L 215.4'R 218.2'L 266.4'R 269.1 'L 275.2'L 277.5'R

DOWNSTREAM MH 1130540460 ------!"~-­

DEPTH = 14.8'.~=~~::::1 CONNECT TO AND

RECHANNEL EXISTING MANHOLE • .----4--

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2330 \ 220 210 ~

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LATERAL SUMMARY STARTING FROM DOWNSTREAM MH 1130540460 ACTION PROPERTY SERVED LATERAL CONSTRUCTION NOTES

RECONNECT 2300 SALEM AVE SE REPLACE ORANGEBURG SECTION OF PIPE PLACE AS SHOWN

RECONNECT 2330 SALEM AVE SE RECONNECT LATERAL AS SPECIFIED ABANDON - ABANDON CONNECTION

RECONNECT 210 DAVIDSON ST SE REPLACE ENTIRE LATERAL IN PLACE RECONNECT 225 CLAY ST SE REPLACE ENTIRE LATERAL IN PLACE RECONNECT 220 DAVIDSON ST SE RECONNECT LATERAL AS SPECIFIED RECONNECT 235 CLAY ST SE RECONNECT LATERAL AS SPECIFIED RECONNECT 230 DAVIDSON ST SE RECONNECT LATERAL AS SPECIFIED

ABANDON - ABANDON CONNECTION ABANDON - ABANDON CONNECTION

RECONNECT 240 DAVIDSON ST SE REPLACE ENTIRE LATERAL IN PLACE RECONNECT 245 CLAY ST SE REPLACE ENTIRE LATERAL IN PLACE

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~PI INSTALL PRJE~TY LI~E '' ~X ~ ol '~ oow~1EAM ~H 111305~H70 - CLEANOUT. ..... V\ DEPTH = 6.9 •

(6) TYPICAL THIS SHEET. t::J'' \.-. CONNECT EXISTING MANHOLE. ~ _..REMOVE BRICK CHIMNEY AND

I -f-1 h ~( FRAME AND COVER. ADJUST RIM

.------_-_-_,_~----~-L'--1-j.lf c ~ELEVATION TO 4" ABOVE EXISTING I l I~ GRADE .

.----.~ ~~===~:::z::;-;::::~'~-Jj1~ I/JA ~J W PIPE BURST 122' -t---__ (:-'/ " ~~ f1 ~ \ V

11 OF 8" HD~PE PIP~ 1

305 ~~ " I/<~\ J-c~' 1 ~,:

"" --............_ ' 'v $ \ 300 Lt1 ---Ltl- '----~-~ ~ ""4 ~

INSTALL CLEANOUT ON--.... ._ ~~o+so f'h.r-\

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NOTE: 1- ~ I ALL EXCAVATIONS WITHIN THE Vl A.. ss ~ ': ~ ~. ""--- 1!1 -f I I ALLEY SHALL BE BACKFILLED WITH >-j 315 ~"" :J · .~ ~-... ss -e-

31 O f\(STA 1 +20

COMPACTED ROCK WITHIN 18" OF .r-... 17'- INSTALL NEW MAINLINE CLEANOUT. FINISHED GRADE. 18" OF TOPSOIL ::= SEE STANDARD DRAWING NO. 416. SHALL BE PLACED ON THE U 1+oo 9;::> 1 FILL ABANDONED SEWER MAIN COMPACTED ROCK. SEE SPECIAL v C IY II ~ 1 l SOUTH OF NEW MAINLINE PROVISIONS. ('-~ 0 r / i5. \ 11 ~s -~ss-e- \ 1 CLEANOUT WITH FLOWABLE CDF.

I I Z,. r_:; rT4 ~. cr \__;-- ~ .~-v- I MATERIAL CHANGE SUMMARY C' ~ ... I "'· '\ ~ - ~.L/\J r 1~ !~!

I 10 20

r 1 I

STARTING FROM z.; 2305 I \( I ) _J DOWNSTREAM UPSTREAM C/O 1130540480CO "--l-1 ' \

2325 ( I f) I

MH 1130540470 DEPTH = 0.8'. ,'-- l.J;.~, L._ X \'\.. ,-_!LL.L""l_-~=-=-~~=---==========~_j\ __ __, -- FOOTAGE DESCRIPTION b: REMOVE EXISTING CLEANOUT AND--1--r--~ ,( I l : /'==::-::=-------=P=IP=E=S=EG=M=EN=T=S=U=M=M~A=R=Y=-------1 I~ 7.9'-12.5' PVC SPOT REPAIR - REP~CE.CONC~ETE.r.~ ~~. ~ ~~ ~~~=~~~~~~~~~~~~P~IP~E~ID~~---------~~~~5p71~5~~~

AND MAINLINE TEE _./ ~-~·.:-:-71 \\.-•-:;t- 1-'--=:==t-=L_c=~===~P~IP~E~T!JY~PE~~::=========+:=Ja~"~A~N~DJS~"JN~C~P~ 134'-171' 6" CONCRETE PIPE I=J"-'i-" c;J. \...AJ \.----1- !'-.._

1 l UPSTREAM CO ID 1130540480CO

© y~..< 4TH AVE '---'.f\r.:D:::ow7::N:::s=TR:::E-:-:AM7-:-:M:7:-H-:-ID=----------+-_:_:_:11:..::3:::..:os:::4.::::.:o4:.:7~o=---l ~ f.T~OT~A~L~L~EN~G=TH~(F=T)~-------------4--~~1~22~~~

TOTAL NUMBER OF RECONNECTED SERVICES 6 TOTAL NUMBER OF REPLACED SERVICES 2

LATERAL SUMMARY STARTING FROM DOWNSTREAM MH 11307 41120 FOOTAGE illJ.Q1i PROPERTY SERVED LATERAL CONSTRUCTION NOTES

11.3'R RECONNECT 305 CLAY ST SE REPLACE ENTIRE LATERAL IN P~CE 22.8'R ABANDON ABANDON CONNECTION 25.9'L RECONNECT 300 DAVIDSON ST SE RECONNECT ~TERAL AS SPECIFIED 53.1 'R ABANDON ABANDON CONNECTION 60.6'L RECONNECT 310 DAVIDSON ST SE RECONNECT ~TERAL AS SPECIFIED 73.5'L RECONNECT 315 CLAY ST SE RECONNECT ~TERAL AS SPECIFIED 77.4'R ABANDON - ABANDON CONNECTION 80.2'L ABANDON - ABANDON CONNECTION 1 07.7'T RECONNECT 2325 4TH AVE SE RECONNECT ~TERAL AS SPECIFIED 116.5'R RECONNECT 2305 4TH AVE SE REPLACED ENTIRE LATERAL IN P~CE 128.5'R ABANDON - ABANDON CONNECTION 131.7'L ABANDON - ABANDON CONNECTION

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EXPIRATION DATE: 12/31/2015

SHEET NO. 7 OF 14

PROJECT NO:SS-15-02

FILE: BASE.DWG 7

BURIED UPSTREAM MH 113081041 0 APPROXIMATE DEPTH = 7'.

CONNECT TO AND ADJUST EXISTING MANHOLE TO GRADE. ACCESS MANHOLE

FROM 832-830 FULTON ST SE.

Elementary School

0 838 836 832

PIPE BURST 260' OF 8" HOPE PIPE.

825

830 822

FULTON ST

820 816 814

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1130810520 DEPTH = 6.5'.

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ERMINE ST (Q) PIPE BURST 268' ~ I~~~~

1 oF a" HOPE PIPE.------ r-... " " ~ ~~~ ~ -~=- \ ~" LL-' ~ ~~~~~~~~~

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CONNECT TO AND;\ RECHANNEL

EXISTING MANHOLE.

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2515

~-· --1\ l'-' .____,~k I 00 <0 : I~~~~ 865 >l~l\ 855

'----- 845 :e. r825BURIED DOWNSTREAM MH 1130810410 ~~~i~~ ~I I I

··1e_ APPROXIMATE DEPTH = 7'. F..,~=---~....-L......L-+-L...J.--l----1 4

__] ur I K CONNECT TO AND ADJUST EXISTING I V -~,., 0-z' / ~ MANHOLE TO GRADE. ACCESS MANHOLE --

c- "\ c- m \ 1 ~ /~J~vl< lJ FR/OM 83~~az_~o FULTON ST SE.

I , ;'' v .~:-'1\ ,t - m'

2510

~=/~-~~~~~~~~~~~~----_,+t-J~.~~~·~~/~,~,/~--~~'~/~~·~~~~~~~~~~~~~:.~f '--- ss- F "~= .!!' ~6_;J )7 C ~· pj ~~~_/ I/'

r-i ~ 1 ' ~v y v 'j\,AI-A_.A<__I f< k MATERIAL CHANGE SUMMARY -'X' 4 [ .-----..- (," STARTING FROM UPSTREAM Sl .i( 8l 4r- l

MH 1130810520 I I

836 838 820 822 842 832 830

II

I II I II

II I II

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PIPE SEGMENT SUMMARY r~tcr.\ fi~~~======~==~~~~SjJ~~~~~~======~t=====j---t====tiP~IPE~ID~~------------------~--~6~277~5~--~--. ' \-------{ l- -IPIPE TYPE 8" VCP

"--../ !UPSTREAM MH ID 1130810520 FULTON ST uuvvN.:.rREAM MH ID 1130810410

218.8'-222.1' PVC SPOT REPAIR -L_ ______ ~A~N~D~M~A~IN~LI~N~E~T~EE~------------------------------------------------------~~~~~u~r~A~LL~m~J~MGBTEHR~~~[nF~)~RECOM)INWiNJIE~CTE~D.:.~~~tMv•ll~v~.:.-j-----2~:8 ----~

TOTAL NUMBER OF REPLACED ::>t.KVII,.;t.::> 5

tPIPE LOCATION

~ lo Efe~:::ry , / 1 .f--., Schoof 1 _.......-V ~r- /v

LATERAL SUMMARY STARTING FROM UPSTREAM MH 1130810520 PROPERTY SERVED LATERAL CONSTRUCTION NOTES FOOTAGE ACTION

5.0'L ABANDON

72.8'R ABANDON - ABANDON CONNECTION - ABANDON CONNECTION

6th Ave. 81.7'L ABANDON - ABANDON CONNECTION ~ i i/~ ~ Bth Ave. _ - Jl-

84.0'T RECONNECT

1 00.2'L RECONNECT 850 FULTON ST SE REPLACE ENTIRE LATERAL IN PLACE ~9..\:.D PRO;:-ts 2515 9TH AVE SE REPLACE ENTIRE LATERAL IN PLACE wc;..,'\"~-"'li' s-61-: 7th Ave.

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i)j~. --~-"' ~ Schoo~

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...._ Healherda

131.0'L RECONNECT

133.7'R ABANDON 865 ERMINE ST SE RECONNECT LATERAL AS SPECIFIED /l' 56,471PE ;:-

- ABANDON CONNECTION If

136.9'L ABANDON

148.3'R RECONNECT

192.3'R ABANDON

195.5'L RECONNECT

r-~~~_,-===~==~--~~~-~~~~,_---=~~A~B~AN~D=O=N~CO~N=N=E~C~TI~O~N~~~~ ~ 842 FULTON ST SE REPLACE ENTIRE LATERAL IN PLACE OREGON /i

~$ L.C'C.~

- ABANDON CONNECTION 855 ERMINE ST SE REPLACE ENTIRE LATERAL IN PLACE

198.9'R RECONNECT 838/836 FULTON ST SE RECONNECT LATERAL AS SPECIFIED EXPIRATlON 12/31/2015 220.7'R RECONNECT 832/830 FULTON ST SE REPLACE LATERAL AS SHOWN AND INVESTIGATE .,u.,..,.T "'" 9 no:- 11 A

NORTH CONNECTION AT STRUCTURE "'m·""' ow. vr , ..

244.9'R ABANDON

248.1'L RECONNECT

ABANDON CONNECTION !PROJECT NO: SS-15-02 J t--------:--~i---=-=-=-=::-:-:-:--==----+---=a....,..,45=-=E=R,....,.M,..,..,I N=E__,S=T=-=-s E=---+------=R=Ec.,...,o=-=-N-=-=-N=E=CT=--:-L--..,.,A T=E=-=Rc-:-A-:-L --=A-=s-s=p=E=c=l F=l E=o--------1 FILE: BASE.DWG _/

LOCATION

OPEN TRENCH 61' OF 8"

STA 0+00 SSMH-1 CONNECT NEW 8" PVC PIPE TO EXISTING MANHOLE. RECHANNEL MANHOLE AFTER INSTALLING NEW SEWER MAIN. ABANDON

0 EAST CONNECTION BY PLUGGING PIPING WITH CONCRETE A MINIMUM DISTANCE

l ~~L--_1~~-_:::_:::::.-~~-- EQUAL TO TWO PIPE DIAMETERS. L ACCESS MANHOLE FROM 425 14TH AVE.

COORDINATE WITH 1330 MARION ST HOMEOWNER TO REINSTALL FENCE PANELS. HOMEOWNER WILL PROVIDE MATERIALS FOR FENCE WORK.

~~---'cfi~==:::::::::,l_-;=-~RECONNECT LATERALS WITH 8" PVC SEWER MAIN IN=--"'1--i--7 , 1

PLACE OF EXISTING 8" VCP SEWER.

PVC MAINLINE TEES. (3) TYPICAL THIS SHEET. EXPOSE ALL EXISTING LATERAL CONNECTIONS PRIOR TO INSTALLING 8" PVC SEWER MAIN. PIPE SEGMENT SUMMARY

PIPE ID 6186 PIPE TYPE 8" VCP UPSTREAM DEAD END ID 1130740300DE DOWNSTREAM MH ID 1130740310 TOTAL LENGTH (FT) TOTAL NUMBER OF RECONNECTED SERVICES TOTAL NUMBER OF REPLACED SERVICES

STA 0+00 SSMH-1

CONNECT NEW 8" PVC SEWER MAIN TO EXISTING SEWER MANHOLE.

RIM = 215.61 EX. IE 4" CAST (N) = 209.93 NEW IE 8" PVC (S) = 208.81

ABANDON EX. IE 8" VCP (E) = 208.79 EX. IE 8" VCP (W) = 208.7 4

57 3 1

405

141H AVE

STA 0+61 SSC0-1 INSTALL NEW MAINLINE CLEANOUT. SEE STANDARD DRAWING NO. 416. RIM = 215.82 NEW IE 8" PVC (N) = 209.05

NOTE: ALL ELEVATIONS ARE BASED ON THE NGVD 1929 DATUM.

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II 1805 lal)l

DOWNSTREAM MH (1130741060 DEPTH = 12.3'. , CONNECT TO

EXISTING MANHOLE. CUT ABANDONED 6" STORM-+----. II r-H--/ ~lf=================-::::::=:r-,_j PIPE FLUSH WITH MANHOLE

WALL AND PLUG WITH CONCRETE.

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VICINITY MAP

FOOTAGE

53.9'L 77.6'R 87.1 'R 119.8'L 126.6'R 190.1 'L 192.6'L 198.6'R 228.8'R

249.5'L 261.5'R

LATERAL SUMMARY STARTING FROM ACTION PROPERTY SERVED

RECONNECT 1805 MAIN ST SE RECONNECT 1815 MAIN ST SE RECONNECT 1835 MAIN ST SE

ABANDON -ABANDON -

RECONNECT 1805 MAIN ST SE ABANDON -ABANDON -

l ....__~,

UPSTREAM MH 1130741120

JDEPTH = 11'. CONNECT TO EXISTING

j MANHOLE. ACCESS MANHOLE FROM GRASSY FIELD EAST OF 1805 HILL ST SE.

DOWNSTREAM MH 11307 41 060 LATERAL CONSTBUCTION NOTES

RECONNECT LATERAL AS SPECIFIED REPLACE ENTIRE LATERAL IN PLACE RECONNECT LATERAL AS SPECIFIED

ABANDON CONNECTION ABANDON CONNECTION

RECONNECT LATERAL AS SPECIFIED ABANDON CONNECTION ABANDON CONNECTION

RECONNECT 1025 AND 1035 19TH AVE SE REPLACE/SEPERATE LATERALS AS SHOWN ABANDON - ABANDON CONNECTION ABANDON - ABANDON CONNECTION

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PIPE LOCATION

16th Ave. LATERAL SUMMARY STARTING FROM DOWNSTREAM M H 11307 41120

EOQTAGE illiQtf EBOEEBTY SER~ED LATERAL CO~STBUCIIO~ ~OIES

17th Avo. 29.5'L ABANDON - ABANDON CONNECTION 35.6'R ABANDON - ABANDON CONNECTION 69.1 'L RECONNECT 1044 18TH AVE SE RECONNECT LATERAL AS SPECIFIED 70.7'R RECONNECT 1045 19TH AVE SE REPLACE ENTIRE LATERAL IN PLACE 72.1 'L RECONNECT 1042 18TH AVE SE RECONNECT LATERAL AS SPECIFIED - 73.5'L RECONNECT 1050 18TH AVE SE RECONNECT LATERAL AS SPECIFIED

2oth A 19th Ave. 75.0'L RECONNECT 1052 18TH AVE SE RECONNECT LATERAL AS SPECIFIED 92.9'L ABANDON - ABANDON CONNECTION

ill ....

ill C/1

20th Ave c c '6 ~

,... :I a

::J 3: .s:::

21st Ave ~ 21st Ave ...

98.5'R ABANDON - ABANDON CONNECTION 141.2'R RECONNECT 1065&1055 19TH AVE SEPARATE AND REPLACE LATERALS AS SHOWN 173.7'R ABANDON - ABANDON CONNECTION 176.4'R RECONNECT 1060 18TH AVE SE RECONNECT LATERAL AS SPECIFIED

ill ill ~ 221.8'L RECONNECT 1070 18TH AVE SE RECONNECT LATERAL AS SPECIFIED

=i c a 22nd v

VICINITY MAP

DOWNSTREAM M "'--?~~~....;1 r---""•"' 1131720760 DEPTH = 6.8'. '-----"'-~"

"- CONNECT TO EXISTING J MANHOLE. ACCESS

MANHOLE FROM 2135 . TUDOR AY.

') --v/ ' \1085 { <

)

rl

2128

-UPSTREAM CLEANOUT 0 1 1131720770CO _

0_

) APPROXIMATE DEPTH = 5'. -.. \ REMOVE EXISTING CLEANOUT)

./ -AND INSTALL NEW MAINLINE ./~ \,r--" CLEANOUT. SEE STANDARD \ /'

DRAWING NO. 41 6. ACCESS ~ EXISTING CLEANOUT FROM . 2112 MAIN ST.

~

~ ~~ ~

~~ ~ ~~ ~ ~t;,j

~ ~~

~~ ~'<:;::)

~~ ~~

~...,..

~~ ~~ ~~ ~~ ~~ ~~ ~

~ ~ ~

~

I

..__:;:;;;;;t""'r==:---~=:---r',.L.r---+-+-+-..J~J---__J,J>,L,.----; MAl N

LOCATION

t:r ~ .... ~

-A ~- ~

~

LATERAL SUMMARY STARTING FROM DOWNSTREAM MH 1131720760 FOOTAGE ACTION PROPERTY SERVED LATERAL CONSTRUCTION NOTES

21st Ave 8.2'R ABANDON ABANDON CONNECTION

0:: 39.8'R RECONNECT 2114 MAIN ST SE REPLACE ENTIRE LATERAL IN PLACE 9 .. ~ 41.2'R ABANDON ABANDON CONNECTION 0 0 ..., "' 53.2'L RECONNECT 2125 TUDOR WAY SE REPLACE ENTIRE LATERAL IN PLACE D 0 ..

:::&

83.0'R ABANDON ABANDON CONNECTION

Geary Pl. 90.4'R RECONNECT 2115 TUDOR WAY SE RECONNECT LATERAL AS SPECIFIED

23rd ct.

24th Ave. 24th Ave.

~ 25th

VICINITY MAP

r' ~ ~,-v~~_" ~r\ _,11 "'~~' ( v ~A A )), ~ r,~-r~~~~~ \ (

1

' L) f :J ~ /' ) DOWNSTREAM MH X - ,- ~ 1-'-....:.:::...j~--+--" '..J_ ~ 2125 -, f;:j ~-.._/ v 1131720760 I I~ ~ 1

'----1'/ < ~ { ~' v \ DEPTH = 6.8'. f--.--' - t '\ ~~~ ::;~~ :::l --v-: > / r L..----v-\ (/)2 , '-CONNECT TO AND ~/ ~~ lt 1~

_ ___;__,~ ...-v L_....., \_ RECHANNEL J'=~OCjiii<•-- I~ I 1- ...JI<..i...,. 1-----' > I_ ~ t 1 / \ --.._ ACCESS MANHOLE FROM ~1 0 10 20 40 •• S l i V '\ PIPE BURST 120' _ ) 2135 TUDOR WAY SE. ~ t5 ..:.i

• I< ) I~ OF 8" HOPE PIPE.~~\ I(' '\G ~ L /----. ~--- ~~ ) , -- \-- ~~~ " J ~ .v 2135 ~ _./ 7 _ _/ - .v~ 1 v_L Is- niih ~ ,. v

I~ ~ ~ ~ \- r..;; K "s- ( ""- I ..---INSTALL CLEANOUT ON )\-:') X-I-- ss--t- ss- ss- ss-1-- ss- ss-1-· s~ss- ss r-- ss-r-;-~ ~ "-.(\Jss o+O~, y....__., '--~7/'C: ~~[:.1V EXISTING SEWER LATERAL.

l _..()__ '"--- - r- ~~~' / ~ l) '../\.v' / ;JU 2120 _./j \ 10 ( . < r--... 'J '\/ . " \ r / I ( I _, 1"--.A... .---, ( > CP ~'IJ /' /' "\'~' --J ..J' ~,--/ / I,-' /'

~ r > ~ ---- l'v "~ : <- § 7(-v"~/ ; o:- ~' ::_"'v$11 ~ :::-'J 1m! In f-1'~ ~~=I=L......, ,?( ~ ::::J:< ~ v ~ [] , / ( J "'U ~- _ ! 1-r-\-/JJ-(J __ ,_1 ____ v Pt \ @ -I'· ----, 2145 ,__ jJ -~"~,? ~ :::. ~,s

( rJ BURIED ~TREAM C/O \ Ill )< r" ~ ( [ A _v 1 r 113172o75oco ;ea5 ·1 --.] ~ Y-- x-----x----=1

') APPROXIMATE DEPTH = 5.5'. j,----. V"'\ ~ ~~·+oo 2128 ( !"" V \ \_ !REMOVE EXISTING CLEANOUT AND ~ ( rJ~If (~f> s;;;::[J

1-- A -~ INSTALL NEW MAINLINE CLEANOUT. ~ ss _55

--€

A MATERIAL CHANGE SUMMARY l'-... )/'SEE STANDARD DRAWING NO. 416. r-----.,; , STARTING FROM DOWNSTREAM ACCESS EXISTING CLEAN OUT FROM I J r ) f?rl __ _j___J__ __ PI_P_E_S_,El,_G_M_E_N_TLSLJ.U:=MLM_A_R_Y __ ..L___---,

MH 1131720760 2128 ~AIN ST, ;_~ '--? r k-/ ( ~ m bP:=IP=-E -:::ID:------====::::::::======::::::::::::::::::::::::::::::=----;-48=-:1-;-1-------1

FOOTAGE DESCRIPTION §( :=;( /'.....j C" ,_/ ~ \ --rv PIPE TYPE a" NCP 11 4' -11 9 • 6' NEW PVC WITH ../\ .. __ ) \__/, )-~ - ~ _)' '( \ f:-:U:==cPS:=:T~RE,;..:.A.,=M-C:--O-,I=-D---------f---,-1-,13,..:::1 ::-:72:-=:0=75:-::o-=-co=-----1

MAINLINE TEE AND ~ '-.._)<' 1-=D.:....:OW::.:.N.:.::S:::.:TR::::.E_:AM:.::....:M=.H_I_D -------+-___:_..:.::11:..:.3.:..:17~2..:....07:...:6-=-0.:..__---I '---------L _ _:C=L=E!..!!AN_:_::O:_::U:_:_T _ __, @_ 22ND AVE 'f: \___~) 7f I.::T.::::OT:::..AL:.:::.:..:..:LE=NG=T~H.:::,(:_FT:;.)-------I--__:_~1-=20.=.:....=.=----t

TOTAL NUMBER OF RECONNECTED SERVICES 4

/PIPE LOCATION TOTAL NUMBER OF REPLACED SERVICES 0

·----v 'IYQ

~ ~:-" Qfct. II 19th Ave.

q,~ C;

LATERAL SUMMARY STARTING FROM DOWNSTREAM MH 1131720760 ..: VI FOOTAGE ACTION PROPERTY SERVED LATERAL CONSTRUCTION NOTES

2oth Ava c ... ABANDON - ABANDON CONNECTION

(f) ):. I I 11

ZIII I I

0 iii ~ .. a::~ I I I

w ~I I I

;; ... ::E CJ ~ ~

21st Ave 2ht Ave

~( ... J CJ

§ a: ~

.f " n 0

~ 22nd Ave ., " .,

::E WL 22nd

5.0'L 32.9'R RECONNECT 2145 TUDOR WAY SE RECONNECT LATERAL AS SPECIFIED 34.4'R RECONNECT 1085 22ND AVE SE RECONNECT LATERAL AS SPECIFIED 42.2'L RECONNECT 2120 MAIN ST SE RECONNECT LATERAL AS SPECIFIED 62.8'L ABANDON - ABANDON CONNECTION 68.5'R ABANDON - ABANDON CONNECTION ~~~ c

I 23rd Ava.

24th Ava. 24th Ava.

ui ..: VI

~ ..: ..: ..:

c c " f! ~ .:!

" VICINITY MAP

Geary Pl. chicauo 117.0'L RECONNECT 2128 MAIN

23rd Ct.

........

'"

ST SE RECONNECT LATERAL AS SPECIFIED q, OREGON & ~" "'ULyg 2Cl'0'l- ·~~

/ Q ---1 r+.Vl'· ~HtR L. C'C.~

EXPIRATION DATE: 12/31/2015

SHEET NO. 14 OF 14

PROJECT NO:SS-15-02 J

FILE: BASE.DWG _/