HomeMy WebLinkAboutRS-708Bt
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FLUSHING
CONNECTION
HYDRANT W/
6" G.V. & BOX,
6" D.I.C.L. PIPE
AND 8 D.I.C.L.
HYDRANT TEE
145'
4
! j
1 3
k
1
c,
D
l � �
i n
I
I �
8" D.I.C. L. CAP '— —
AND NIPPLE �� X525 m
i
V BUFFER Z4e4E e? _ —
ua2 _ g0 5 i
�`�� 108��
GUST BLOCK (TYP 8" GATE
VALVE & BOX
TEMPORARY
BLOW —OFF /SAMPLE LINE.
(1" TAPPING SADDLE AND
CORP.; COPPER TUBING; 1"
CURB STOP) (TYP.) (TO BE
REMOVED AS DIRECTED BY
THE ENGINEER)
147
1Y2 PC200 PVC
P.S. SERVICE STUB,
PLUGGED (TYP.)
1Y2" CHECK VALVE (TYP.)
1X2" BALL VALVE AN(3 POOL
BOX (TYP.) \
cvNC a\ T n� \L
GARDEN ! —_
_ 19 +00
f
1" TYPE K COPPER WATER
SERVICE W/ CORPORATION
STOP, COPPER TUBING, CURB
STOP AND SERVICE BOX.
(TYP. ALL SERVICES) (EXACT
LOCATION TO BE SET IN FIELD
BY ENGINEER.)
T
= 1Y2" PC200 PVC
— PRESSURE SEWEf
k �
SSE #443
` u= 18i.7
HYDRANT W/
6" G.V. & BOX,
6" D.I.C.L. PIPE
AND 8 "x6" D.I.C.L.
HYDRANT TEE
2 "x 1Y2" /\
KtUUCtK�r
5 --7
- V
I /9 Ef `
)0 9L- - 15 +0 =
CRUSHED CATCH BASIN INLETS
STONE 12"
S LOPE 6"
GEOTEXTI'LE
FILTER FABRIC
DEWATERING HOSE
SUPPORT
2 " -3" CRUSHED
STONE
STONE WALL
t 7 �— 8" D.I.C.L. °�
WATER MAIN 1 8 GATE
$" D.I.C.L: WATER MAIN I VALVE
`D
100' BUFFER ZONE AN BOX
BENCHMARK —TBM 7
SPK 1' UP IN U.P. #81
ELEVATION 178.78
PLAN
SCALE: 1"=40' `
/
\\ � ,—. ��
DGE OF RESERVOIR i
EDGE OF BORDERING VEG. WETLAND (B.V.W.)
EDGE OF RESERVOIR
#3 REBAR ANCHOR 48" MIN. FENCE POST
(2 /BALE) (2 "x 2" 6' 0. C.)
DOUBLE BALED AT 36" MIN. FENCE POST
(2 "x 2", 2 PER BALE)
J-1 NAY BALES
(TYP.)
PAVEMENT HOLES TO BE FILLED WITH
BITUMINOUS CRACK FILLER AND SAND
SUBSEQUENT TO HAY BALE REMOVAL
PAVEMENT SILTATION BARRIER
N. T. S.
FILTER FABRIC -
WIRE MESH —
%" —Y2" CRUSHED
STONE
4
i X ' \
r \ ! I I DEL_
u
0 i _._��� P -8/
-
3 +00
14 -+-00 3 +00
HSI 4459
S,!LL —S1B G4
12 "MII
EMBED FILTER CLO TH
INTO GROUND
(MIN. 6")
SILTATION BARRIER
N.T.S.
i m
1 1Y" PC200 PVC P.S.
SERVICE STUB, �?
PLUGGED (TYP.) i \.
1Y2" CHECK \'
VAL /E (TYP.) \
1t 1X2 BALL VALVE `
ANC BOX (TYP.) \
I 2" FIC200 PVC
PRESSURE SEWER \
_ T
14 +00! O0 -
-LE(
5:
1 +C)0 — P. X 10 1 00 i ��6a' Ikn4a>�
HYDRANT W/
6" G.V. & BOX,
6" D.I.C.L. PIPE
AND 8 "x6" D.I.C.L.
HYDRANT TEE
2" PC200 PVC PRESSURE
22 +00 SEWER
l 9 00 S TONE WAt;_
- _
Ljj
+00 SI N_
L
6 +00
1
/—HAYBALES
DEWATERING BASIN
N.T.S.
TOWN OF LEXINGTON, MASSACHUSETTS
5 � G1 r
ENGINEERING DIVISION
SEWER & WATER MAIN CONSTRUCTION
.,: 3NCEN
TuT
;, 4 LINCOLN STREET
t9//�� S B tt fL 1 STA. 9 +13 TO STA. 20+19
T
TUTELA ENGINEERING - ASSOCIATES, INC.
ENGINEERS* PLANNERS -ARCHITECTS
WILMINGTON, MA PROVIDENCE, RI
1 9/14/01 JR AS BUILT WJM
DESIGNED BY JMI SCALE A J'� DATE BRUARY, 2001
.
N0. DRAWN BY WRM /JMI
DATE BY DESCRIPTION APPD APPROVED
REVISIONS CHECKED WJM JOB No 37 SHEET 4 OF 7 SHEETS
L ou
000
NOW
HYDRANT W/
6" G.V. & BOX,
6" D.I.C.L. PIPE
AND 8 "x6" D.I.C.L.
HYDRANT TEE
2" PC200 PVC PRESSURE
22 +00 SEWER
l 9 00 S TONE WAt;_
- _
Ljj
+00 SI N_
L
6 +00
1
/—HAYBALES
DEWATERING BASIN
N.T.S.
TOWN OF LEXINGTON, MASSACHUSETTS
5 � G1 r
ENGINEERING DIVISION
SEWER & WATER MAIN CONSTRUCTION
.,: 3NCEN
TuT
;, 4 LINCOLN STREET
t9//�� S B tt fL 1 STA. 9 +13 TO STA. 20+19
T
TUTELA ENGINEERING - ASSOCIATES, INC.
ENGINEERS* PLANNERS -ARCHITECTS
WILMINGTON, MA PROVIDENCE, RI
1 9/14/01 JR AS BUILT WJM
DESIGNED BY JMI SCALE A J'� DATE BRUARY, 2001
.
N0. DRAWN BY WRM /JMI
DATE BY DESCRIPTION APPD APPROVED
REVISIONS CHECKED WJM JOB No 37 SHEET 4 OF 7 SHEETS