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lSEE SHEET #3 / / /
/ (STATE H7G R ®�D
PROPOSED NEW HYDRANT & 6" W.G. #123
EXISTING HYDRANT & GATE TO BE LAY�UT�
#127 /
U EXISTING 8" W.G. TO BE �� // 19
t REMOVED & REPLACED. pROpOS --o
(� WAR FD 2a / ' 3�
S(/p �MPp N
#25 `W #24 #23 #22 ... ®.. ®. pC y RARy //
S - — — z5 +oo — — — — `' ` v 31 ¢ R CONTINUANCE
28 +00 Hlirl�.rrr 1 27 +00 26 +00 — S 8 2 � 00 — — — — — — — 23x0-0- —.._. 20 ®`° • • • ®® / ' �o'' [§2
$., Water — — — — — ws — _s •.`` ®. E BELOW
—G— — —
®® m. ®m ® ® ®m m ® ®® ___ 22 +00 '� #7 g`a'® •!?j _• •
ftft
\` •�
Ld 7 100
�• #t40 EXISTING 8" WATER MAIN ° ` `• �� o� #$5
s TO BE CLEANED & IINED (TYP.) / i ®® s ®° ' 1
\ ` \ \ #7a \ 3I
IU- FEED HYDRANT 3 I \voter 0 fl N
Q I FOR SECTION 3. / 3' PR o ® 3
#134 #130 / #122 W47zO' OSfD a oft* �; _ /�
END OF BEGINNING OF PROPOSED NEW #„a / ' reR �L p y ® 9 *Ga
EXISTING H & 6" SUP yMP RAR a #76 d IN SECTION 2 SECTION 3 HYDRANT w;G. #114 ' s
® 1a +0o ROAD
REMOVED &STACKED.GA7E TO BE �
PLAN ' #106 ® i ®. ®•- 17 +00 ; 16 +00
i i ■ G
�1
®/
#sa / PROPOSED 8 cc
/ GRAPHIC SCALE I W�7HREE 8a W -TEE IZ
\ W 0 20 W &1 / I.
PROVIDE A 8 "x4" TAPPED
6m mii #a& I CAP W/FRICTION CLAMP
E FO R CONTINUANCE
E ABOVE
#85
O
3
76 +00 R&,S
15 +00 MAR.RETT 4 +00
vj G
_ cc �
a PROPOSED 4" PROPOSED NEW HYDRANT & 6" W.G.
WATER SUpPLy7EMPORARY EXISTING HYDRANT &GATE TO BE
#80 REMOVED & STACKED.
3
o Q
N
3�
5 wo {gt GG z
LANE
ADDQCK w
P
( IN FEET)
i inch = 40 ft.
I AND FITTINGS AS FEED
FOR TRICORN ROAD. U
Q
I #86
FOR iNTERSECTiON
OF MASS. AVE.
#63 OAD SEE SHEET NO. 5
RTtiETT RYOUT) �- - - - J �
N� MATE gIGOAY L
3
8 +00
7 +00 — —
—
— S .- � 6 +00 -S-
c Sy.
8' 12+00 \�� S
_ 4."00
R&S
I #64 '
I � /
s �
PLAN /
GRAPHIC SCALE °�� `
a o za +o eo
( IN FEET )
1 inch = 40. ft. 7 1 r
Twn REVISION BY
CLEANING AND LINING
WATER MAINS PHASE IX
MAF�RETT READ
FOR FLUSHING AND CHLORINATION NOTE
SEE SHEET N0 2 o f
Lexington DRAWN P.K. DATE 4 -24 93 SCALE
ENGINEERING DESIGNED H.H.S. APPROVED I •#
SEE SHEET 2 FOR LEGEND AND DETAILS DIVISION CHECKED F.X.F. CONTR. No. 93 -2 SHEET 4 0 9