Agenda

ROAD RESTORATION:

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ROAD RESTORATION:
TEMPORARY
2.5" TEMP PAVEMENT
FINAL
12" GRAVEL
2.5" BASE
REPLACE CB-terrace1 & CONNECTING PIPE.
INSTALL 7 LF +OF 10" PVC DRAIN PIPE
REPLACE SEWER CONNECTION AND PROPOSED 4" DIA SMH-2629
MATCH EXISTING PIPE, 6" MIN, LOCATION
IS APPROXIMATE AND LENGTH IS
UNKWON.(TYP.)
REPLACE CB-D14398 &
CONNECTING PIPE.
INSTALL 7 LF +OF 10" PVC REPLACE CB-D140 &
PROPOSED 4' DIA SMH-2631 DRAIN PIPE CONNECTING PIPE. INSTALL

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CONSTRUCTION NOTES:
e PENNICHUCK WILL RUN NEW PIPE BY EXCAVATION SOUTH OF PROPOSED
SEWER LINE FROM COMMERCAIL STREET TO JUST WEST OF RAILROAD TRACK
APPROXIMATELY 3' TO 5' OFF OF THE SOUTH CURB LINE, IN THE LOCATION OF
THE SOUTHMOST EXISTING GAS LINE. WATER LINE HAS ALREADY BEEN SLIP SLIPLINING APPROX 210 LF |
LINED UNDER RAILROAD TRACK. PROPOSED CB #11 of HDPE; ITEM 1K(1)
¢ GAS WILL RUN NEW PIPE LINE BY EXCAVATION SOUTH OF PROPOSED SEWER STA:1+43 (20' RT) rR voposED une

LINE EXISTING SMH-S1935 \

CHESTNUT STREET

T Bee Ne: CB- D14903/& CONNECTING
| pipe. INSTALL 26LF + OF 10" DIA Pvc
PIPE

fr" LINE

WALNUT ST

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0+00
o- S SEWER SEWER

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7

™

REPLACE SERVICE CONNECT

| CIPP LINE +190LF OF
15" TILE PIPE

ION TO ROW (TYP.)

MATCH EXISTING PIPE SIZE 6" MIN. LOCATION IS
APPROXIMATE AND LENGHT I{S UNKNOWN

INSTALL FITTING FOR SEWER
CONNECTIONS TO CIPP LINED
PIPE (TYP.) ITEM 2f

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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
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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 \

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° 4 . — _
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Broken Pipe Soil Visible

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FIGURE 1: ROOT CUTTING AT FOSSA AVE

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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 | =
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| SMH-2669 2
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