HomeMy WebLinkAboutRW-4410
A B C D E
F G
ALL WORK THIS HALF OF SHEET
IS IN BASE BID Q
BEDFORD ST.
ROUTE 4/225
PARALLEL HYDRANT
NEW 5' BITUMINOUS CONCRETE SIDEWALK SEE DETAIL SHEET NO. 8
WITH HANDICAPPED ACCESSIBLE RAMPS
FROM WINTER STREET TO TOWNLINE d
1 ! . .5
545 541 '37 0533 '527 •521 STA. 54 +66
1
REMOVE
{ i x PLUG
w 1 5n 12' DI PIPE
Q "n 12' GV
Q
ALL JOINTS
'd 4 Q ¢ GRANITE CURBING RESTRAINED
F-1 CHANGES TO
ul 1, UT '061109 24' 0 Z _ BIT.CURB7NG 24`P �g
° a
Q. STONE ware UT •61106 ° UT '61106 ° 18'P ° (2'Pl2'P t2'P t2'P 18'P Q 180P
• — — — — — — — A� m STONE AIL 0 NET MH NET MH m 18'P m wA� E 18'P r2W AC
- - - - - - - - - - - - - - - - - - - - -
NET
z D
r a, O AC 6-10 /'3. BIT.CURB 8 AC - ACS �•�"
r -6.4 1°4J 1 =7.2 ppNED1 2U DJ.FM 5
LIJ 1
Lu 50 +36 52 +36 BLOW-
F a s cRN+
_ DJ. FM S
a, w
- - N !4' S FM (ABANDONED) G 0106 6� G O Ur •105 (1T •104 N
ST NE IRON FENCE /4' S F • 4.
S FM (ABANDONED) MH
Ld I POST 38 P 2 E IRON FENC sroxE OFF 3A
Zi 36'P SON 03 oPITON PILLAR METER PIT 2
pitLAR 12' DI WATER MAIN
FTSTING 8' WATER MAIN
STAY IN SERVICE
QCONCRETE ENCASE NEW WATER MAIN
1 FROM STA.50 +36 TO STA.52 +36
ALL HOUSES ON BEDFORD STREET (BETWEEN
CONTRACTOR IS REFERRED TO GENERAL TOWN LINE AND WINTER STREET) ARE TO BE
1 PLAN NOTE NOS. 3,10,18 AND 26 FOR UTILITY DISCONNECTED FROM EXIST. 8' WATER MAIN
y SCALE:I' =40' CROSSING REQUIREMENTS AND CONNECTED TO NEW I2' MAIN. CONNECT
APPROXIMATELY SEVEN HOUSES TO NEW MAIN.
SEE DETAIL SHEET NO. 8.
EXISTING CORPORATION STOPS ARE TO BE
CLOSED_ AND SERVICE TUBING REMOVED
1
FROM STOP.
l
+$+ 3
I!
ALL WORK THIS HALF OF SHEET CONTRACTOR IS REFERRED TO GENERAL
IS ALTERNATIVE A NOTE NOS. 3,10,18 AND 26 FOR UTILITY
CROSSING REQUIREMENTS
i;
t.
�— Z HYDRA
SEE DETNT AIL
SHEET NO.8
STA.1 1+30 •596
•56q 8' DV PIPE(SONE LENGTH)
8' PLUG
I ROAD DRNE)yAY •562 ALL JOINTS
RESTRAINED
I SPRINGS
% 30 P S!'R/NGS ROAD
/ !! ♦♦ UT •//9 HYDRANT
! ! 8' COUPLING • •p8 SHEET NO.8
SEE DETAIL
1 / $� DI PIPE HYDRANT ♦♦ � � 4
8 GV SEE DETAIL ♦ y 36•p v MANUAL AIR RELEASE
! / 8' DI PIPE 8• COUPLING SHEET N0. 4
8 ♦ p B-6 of SEE DETAIL SHEET N0.7
♦ 0 35 0 8"p
! ( ALL JOINTS d
05 ` �.� / RESTRAINED 35 0 Q0 OGE �1C 46'0
/ ♦ 35 RoP Z
Q ! REFS L9.3/ 18' 0 30' P p
t Qjg O 4e7- , xm o 4
/ HEAVY WETLAND 1.4.9 .0 36'0 1 r •tt6 r?
� 0 � ! VEGETATION BOUNDARY �t.�'' , S "3 rr?, �C
t8' E Risr.•r•s.ur 3t /•14 ff PvC s
$ ] fl
L 1 =3 l b fl 53' 0 8' Di WATER MAIN 30 P 30° ROAD Q flt2 P U Ztljwll
27 G o Q , 24' 0 30' p
i_g w By5� • �n,tn...+ 3(3T 350 12'0 1Zp 12'P 6319
\ �3vT
LEDGE
HOARY zREES\� PLAN
UT i STA.0 +00
i o REMOVE PLUG
SERVICE FOR HOUSE "596 TO
AND CONNECT TO DIG TEST PIT
EXIST. 8' PIPE TO LOCATE I BE LOCATED SOUTH OF NEW HYDRANT
t NEAREST GATE VALVE 8' DI' PIPE CULVERT
OXI 8' GV WATER MAIN TO
APPROXIMATELY 5
700 OXI A THE SOUTH 8' DI PIPE PASS UNDER CULVERT.-
8' -1/16 BEND
iH
.
♦ ♦♦
ALL JOINTS ND NEW SERVICES ON SPRINGS ROAD 1 OF
TO EXTEND FROM NEW WATER MAIN
RESTRAINED ONLY TO NEW CURB STOPS ROSERi
AT PROPERTY LINES.
N
9No.31236.� �Q
SSlONAlE�6.
PROJECT N0.
DESIGNED BY: BO'R CAMP DRESSER & McKEE INC.
DRAWN BY: BG TOWN OF BEDFORD, MASSACHUSETTS 541-72
1994 WATER DISTRIBUTION SYSTEM IMPROVEMENTS BEDFORD STREET STA.46 +16 TO 54 +66
SHEET CHK'O BY: JED SHEET NO.
GROSS CHK'D BY: JJP CONTRACT NO.1
REV. APPROVED BY: RAW WATER MAINS AND METER VAULTS SPRINGS ROAD' STA.0 +00 TO STA.11 +30 5
erNtronmenlal englreers,scleMtsts..
NO. DATE DRWN CHKD REMARKS DATE: FEBRUARY 1994 p'cnmrs,& maraiav# coimffores
541 -49130 ,
41b Vb ® -
NULL71YOt5.DGN _ + !