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HomeMy WebLinkAboutRW-460CFOR CONTINUANCE 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