~
L l Ls
ROAD RESTORATION:
TEMPORARY
2" TEMP PAVE
FINAL
12" GRAVEL
2.25" BASE
RETAIN EXISTING SMH- $1505
EPLACE 12" TILE PIPE FOR 12"IPVC PIPE
LIMIT OF WORK Ne
/ | | /
; ; ; f
j 1 ;
Oo 4 —wamas UEMES—— =F ao s3959-——uawas—_L>-_~a aol S ae 0
\ \ ———_——— LIMIT OF WORK
\ ROW LINE
RETAIN EXISTING SMH-S1019
REPLACE SEWER SERVICE CONNECTION TO ROW.
MATGH EXISTING PIPE SIZE, 6" (TYP.) MIN. LOGATION
IS APPROXIMATE AND LENGTH IS UNKNOWN
ROAD RESTORATION
TEMPORARY
3" TEMP PAVE
FINAL
18" GRAVEL
5.5" BASE, TWO LIFTS
1.5" TOP
ae REMOVE 20 FT OF 8" CLAY PIPE
AND REPLACE WITH 8" PVC
PIPE ( ITEM 2b)
MAIN ST- REMOVE AND REPLACE PIPE @ TAYLOR ST
ROAD RESTORATION
TEMPORARY
3" TEMP PAVE
FINAL
18" GRAVEL
5.5" BASE, TWO LIFTS
1.5" TOP
REPLACE 12 LF OF DRAIN
PIPE; ITEM 2b.
ROAD RESTORATION
MAIN ST
TEMPORARY
3" TEMP PAVE
FINAL
18" GRAVEL
5.5" BASE, TWO LIFTS
REMOVE 13 FT OF 8" CLAY PIPE AND 1.5" TOP ($" STONE)
REPLACE WITH 8" PVC PIPE (ITEM 2b)
MONTGOMERY AVE
TEMPORARY
2" TEMP PAVE
PROPOSED STRONG BACK FINAL
COUPLING 5' FROM SMH 18" GRAVEL
2..25" BASE
1.5" INTERMEDIATE (3" STONE)
e r PROPOSED DROP OVER MH 1.5" TOP 3" STONE)
PERFORM ROOT CUTTING IN 18" TILE PIPE, 4'
FROM SMH- $1318 OR 93' FROM SMH- $1313;
ITEM 28(18M). SEE FIGURE 2.
eee PERFORM ROOT CUTTING IN 12" TILE PIPE;
ITEM 2S8(12m).
PERFORM POINT REPAIR LINING
2.5 FT FROM SMH-S1312 ;
USMH: SMH-S1312,
DSMH: SMH-S1313 \
a a
Va
M
“+ -* - a ne :
° 4 . — _
a = on ee |
io Lo :
a Te
Broken Pipe Soil Visible
7a Be
FIGURE 1: ROOT CUTTING AT FOSSA AVE
Oe ee BO
DSMH: SMH-$1318
ROAD RESTORATION
TEMPORARY
3" TEMP PAVEMENT
FINAL
18" GRAVEL
5.5" BINDER
1.5" TOP
USE ITEM 6s, REMOVAL AND DISPOSAL OF
6" CONCRETE UNDER PAVEMENT AS
NECESSARY.
REPLACE 15" PIPE
WITH 11' +/- OF 15" PVC
SHORT LINER CIPP CIPP LINE 33' +/- OF 12" PIPE
existing ah NX REPLACE CB- D14541 & CONNECTING
LINE EXISTING SMH-S9624. PIPE. INSTALL 13' +/- OF 10" DIA
‘
m ROAD RESTORATION
rc s TEMPORARY
a 3" TEMP BASE
FINAL
12" GRAVEL
3" BASE
+ CONNECT TO EXISTING SMH-S2685 2" TOP
ROW LINE (REPLACED IN 2002) WITH EXISTING
HOLE. ITEM ‘th. o
LIMIT OF WORK =
REPLACE 12" CONCRETE 1 |
[ PIPE WITH 12" PVC PIPE | =
tn
a g
a
CSEWER memes SEV E i
ween SEWER semanas SEV)
ERommemmes SEWER
meseensenjoneses SF
1 WERemen snesee__! —t_-
4' DIA o
| SMH-2669 2
a
Oo
\ 2
c ‘
28 us ROAD RESTORATION:
2 7 5 N2& TEMPORARY
Oo m INSTALL NEW CB- LEMO 2" TEMP PAVE
“j = “INSTALL 8 LF + OF 10" REPLACE CB- D10952
- ove SEO EIRE CONNECTING PIPE. INSTALL 16 LF FINAL
* + OF 10" DIA PVC DRAIN PIPE 12" GRAVEL
RETAIN EXISTING SMH- $2968 INSTALL NEW #' DIA 2.25" BASE
SMH- LEMON 1
LIMIT OF WO
REMOVE EXITING 10"
CONCRETE PIPE
/ fF INSTALL 12" PVC PIPE
[ S 7 d | =
pees} 2] /\/\ 1S ees SAS —*
c ‘
ROAD RESTORATION:
TEMPORARY
2" TEMP PAVEMENT
FINAL
12" GRAVEL
2.25" BASE
ROW LINE REPLACE SERVICE CONNECTION TO ROW LINE,
MATCH EXISTING PIPE CONNECTION SIZE, 6" MIN. REPLACE CBIACKSONI &
LOCATION IS APPRO —
LIMIT OF WORK UNKNOWN. CYP) XIMATE AND LENGTH IS CONNECTING PIPE. INSTALL 8 LF + OF
10" PVC DRAIN PIPE.
LIMIT OF WORK
} |’ \ /
L
0+00 | 1 2 |
| WER sees} SEWER SE EReeene SEWER rN
| 2+90.40
|
XC INSTALL 12" PVC PIPE
f ‘
ROAD RESTORATION:
TEMP
2" TEMP PAVE
FINAL
12" GRAVEL
2.25" BINDER
REPLACE EXISTING SMH-S2554 REPLACE SEWER CONNECTION, MATCH
EXISTING PIPE SIZE, 6" MIN. LOCATION IS
APPROXIMATE & LENGTHG IS UNKNOWN
PLACE CB-14382 & CONHECTING PIPE.
INSTALL 18 + OF 10" PVC DRAIN PIPE
I
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lu
FE
li
n
1 2 3 34+07.71
_ | © O— SEWER =e =a SEWER SEWER sees SEWER ee SEWER re - ©G—bD
INSTALL 12" PVC PIPE
ROW LINE /
505.45
LINE 24" CONCRETE PIPE
REPLACE CB - D14390 &
CONNECTING PIPE. INSTALL 24' +/-
OF 10" DIA PVC DRAIN PIPE
REPLACE 15" CONCRETE PIPE
WITH 12' +/- OF 15" DIA PVC
LINE EXISTING SMH - $2568
REPLACE SEWER LINE WITH
6" PVC. LOCATION IS APPROXIMATE
& LENGTH IS UNKNOWN.
LINE 24" CONCRETE PIPE
FILL. (ITEM 2m)
- ABANDON 15” CONCRETE
PIPE. FILL WTIH FLOWABLE
