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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 _ + !