~
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
we
90 90
Go
G5
y
x
80 86
70 274 LF (+/-) - 12" PVC -
S=0.003 FT/FT
60 60
NAVD 88
BASE ELEV
55.00 55
“2 ~ 03 mS os Sr aB as
RIN NR reo Reo RIS Ie Io
0+00 1+00 2+00 3+00
\. J
r VE | 10 5 10 +0 oo VE NASHUA, NEW HAMPSHIRE Fissuse pauce)
S, CITY OF NASHUA NEW HAMPSHIRE ee PLAN OF |
: ¥ HORIZONTAL SCALE 1" = 30'-0" _
> CITY ENGINEER'S OFFICE 2017 SEWER PROJECT =>]
p 9 RIVERSIDE STREET VERTICAL SCALE 1" = 4'-0" PROPOSED WO RK SHEET
NASHUA, NEW HAMPSHIRE 03062 DRAWN BY: DESIGNED BY: REVIEWED BY: MONROE ST 16
JUNO. REVISION DESCRIPTION DATE J N. QUINTERO J. MENDOLA B. KEATING JL OF 24