SDMSTRUCTION ROTES:
1. The Work a shown ont Clement Street (Pran Sheet #4} shill oe pectonnedt
betwoen June tang Juy 34 curing tha summer rocaas af Romar UniaWEdy
The singing anna fer norertscueon 16 lenin to inet deh a9 Shite on he pio,
Tre CoeHracior stat aubenit @ pian (oe this lartindeary by phe of sanage fows,
fav rerwbeiet abc apeetecat By Che Che
4 Tne Contractor snob auteit a Tebthe Control Pian (7CP} ane achadue for tr
swith in Devel Weber Highway for-awew and approval by the Cay. the TOP
aha include -masmaye Doarda to advow of consbuichatn dctestle ME BAUS.
Al waek fromm Sta Sot 16 02S ahnlt bir paetocrined at ight betwee he hors at
Cd
/
a nal
REUOUG AND REINSTALL ; we
“we
$0 Pat and 5 AM. . dvooas Puwbnis !
8 The Contactos ynpu Inkad erodion fgstre dings en shaun on the plans peor of ‘ REGUPREDY |
126 thearing aed aarthorsthy Ve
7% The Conrgtor shall cat and Grub he newer route cae Wd of 20 fest and
COMTHAGTOR
-— CLEAR A OAUS UMITS ean ge “
PROPOSED SILT FENCE o STRUCT
a #8 PveSEnr 1
Propeparct GMb {1}
86 FLOW FILED
wot
GAY TO:
mee Samanennr ss aes
CLEAR & O80 LMITS.
Seooomaty bah, Minis end countngs wn the eovabeig water muir: at + i Le REMOVE AND REINSTALL,
lattes apprixintately 700 feet aguth on the Thing wan anain cronmnig, . fe ee an oa FONCS AS NEEDED
‘The amu valve in Jocaind #7 & gress ahouidar slongsia Qaniet Wecates os . : ve
figbway, nad shal be “cuban” tothe axuting Wourch cast otal aipeL A 2
wars sit iy ib alter repre at Bs login (See Cestird}
Mone: The aitditine of yay gate voher will afer a compre shuttewe af ine
Hist wate main duneg eptsebie aed boon hil of Pre nropasadt inch,
Server Fit}
Pros to croamag ia manning 1anch waiter mies as AMM Btu Uda, Ibo
Contactor shat qut and tendve a gainoa of he TBinch water main The
engl ed dpoatang 18nd igen te be removed ia appromerarety 0 inear
feet, od Shall Aba thy Mewnt trnoch excauaton 'o & noint Slee minim
beyord the lireia of tho trench excavauen on each ado. The wising
16°K18" Tee maak be removed and ssteyend 12 PVE
The sewer main Bes 4 witty
the prejact 0 addin, 3 vt mae
sod Confort ta the Uetutihs de ibe trie, acet BhaE chi of crushed
girtves (MEESKOY tte 204 Dy, ceampusctig ins 12-inch he to B55 ASTM
D159, Method G The Engister ahratl have # technician perform
compuckon fastng during nes operation.
‘The water rents shail wih:
foot oF HGench Cinss 52 Qucuke icons [Zine Coated} water man, bell shart
ata wager main pews, and ove (2) ald godven,
Whaide init Bidding, BACAR and oll entorinla aed wadkmanan:a shalt
gordon t the ceteerminents af Peanlshuck Water Wonka, Tecnica
Specifications ior Water Meo, Pyeinant end Servica instatsann, Jaa
shade eoriccem ter irre deen ors Ube pars, :
9 VR ieee fot thy shul pawn ded sroposcd i TRENCH PATCH
ever onosaling of the existing 1¢-inen dlameter water mivin are ae fokews: (shd DETAR S]
&. The Contactor shal aubeit a demaken Worm Plas. Trott Control Hart :
{TCP}, and # Scheiuin for raven an xoproval fy the Chy anid PMA at
Wooot mires 23) weaons in amen Of worn, . wor
‘The Contractor shad tumish and ieatel a anus gee walve chung +f deg,
aia
a . “we
ete wi Ee
&¥ oe 7 os SN Reon exist ee ta THEE
. Emad f
SLE!
bd
APPRGS JOLFOF HDs PRE
ANG TWO (2) 18" SGUG SLEEVES
SEC ETAL “ATA
CONSTRUCTION MOTE Wa
FOR OWATER UNE WORK
DETAIL “A”
SCALE: f= 5
pera on rae gape
NAG rit Aire SEAT PLE SA
PLAN VIEW ee yee]
lease
a
a
teatev PROFILE VIEW
AQ GATE WALYe
iO. foe pap miveaitar @maAlGea’ o
EUG zt
AIR RE. EAGH ASSEMGLY (SEE OETAR} VERTICAL SCALE: 4" = 4"
Ps Shear roaooulod wit ine wor mtn wtadieg ene Teak” ane pats
vwalvr installation shat be consioered Lncutental to ald bstudied in the 12.
foen mower Se urd atten (err 13
Any PYAN Poon shad he pet dire ctty ty ine Guy,
70. Approsimanty 40 hnepe feet of goabeg 264het diner immediately dowesiream
ef OH #7059 shake caretuity senowed, amd nerauilled afte instaliahon ot 175
Nha ewer ine below,
"1 ‘ee na ‘Ench see ie ad machol shal be teed. acsordanine wth the
fexquitarronte of the: froject Snot
w The exdasry fanan ia he very of SM KGBTE anak be cweruly rene at
Receematy, and reseegraied fing tratatiatiet di de Sewet hd drain ies.
1. Upes cvtigledar of tee sewer inatatio fins, a pawarend onan stay bor WBE ee
taetipocatly patched, piso by 3 oo ef ass an peranans paver
patch after OO-tnya. wel prone
fear and seed Praccordance sth the derala or ara,
2. HGHBAY
PAVEMENT LTS
wee
V1
L
CRUSHED OALANEL,
tCRMAPAETEG ETE
+ Sea rath outcan tn co tie
TYPICAL 2° AIR RELEASE VALVE
INSTALLATION ON DUCTILE IRON
wero
* Tie mestoration of ardacape arene SRE Pieters rhe ae Cao :
eavele wal be paid tor teparomty unde the aparopiale 160
ROADWAY feStoRATON contrat hers
+ Fiowsble fi of the samaining Hianch newar inf in piace tnpll bo
fa for uncer Fary team & - Flownbee Pt tor Pro Abanaoned
I
TAM RLMOCkT PER
TIANBAA SICH
Tagen acorn e Sa
Pair tar
CONNECT TO
EXISTING Diet
Ani INS YALL
BRECK INVERT
4 TEMPORAAY
SP avtcbag nT PAE
saweu?
TRENGH abs
a
oe
~goamren sa * ian saye
: y
inte ‘Te iemanne 1 TE CLAY bogota catnace
MW QUT s 45H. YO PROPORED 1H" Pvt SDRIS) |
. fam tat
Uy CREDO GRAVEL
ERMANEMY PAVEMENT ACEH
WOT MikGD ARPA TOMAR Ie UT ot
PavpAaint Taetaegs /* MINN]
AAS oro
TYPICAL SECTION SEWER TRENCH TYPICAL SECTION
WITH PERMANENT PATCH WITH TEMPORARY PAVEMENT PATCH
aT Ta SGA BT YO SEALE
o+09 . +50 4400 1+50 2400 - beso
—
PREPARED FOR: CLEMENT STREET
Be
Ei fri! Hsploware/Land Sorvwpare
DIVISION OF PUBLIC WORKS
ns BD Compra Skeoer JS Afiddion
L227 SEWER “1
REPLACEMENT PROJECT | 2
12 JANUARY 2oes
CITY OF NASHUA
OS BMEEDE STREET oNAgAA New halsipebe Ooodd (O09) Shoe deat
beaLe tote feb tone = [onan Hae, Stoe—37 CfutAY S0utR~ a0 one
ed O98 Waar DOAWEN LOE LOM 22 SWANS
saan
