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Home My WebLink AboutRS-714BSMH 3-132A TEMP. 6' WIDE SMH 3-1326 1 RIM = 195.5± STONE DUST TBM NO 1 RIM = 195_2±-� P� P. 1/1 8v STA. 50+62 = STA 0+00 WALKWAY , 6+ 4 i ELEV. 198.qR 94 EX. INV. =182.13 INV.IN= 183.57 SMH 3-259 "INV.OUT= 183.25 INV. IN (30" PVC FROM CONTROL STA, 52+71 SMH 3-132 STRUCTURE) = 182.34 STA. 4 B 8�+91. 5 (URIED) 49+00 \ D MH NORTH LEXINGTON RELIEF SEWER c. 1970 +50 INV.=182,06 + 50 + 50+00 +50 + = �\;} � - + 50 52+00 + + co + _+50, o CONC,_ - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - BIT. WALKWAY ��H X�-133 P - - - - - - - - - - - - - - 30 - - - - - - - - - - - - - -- 4- - - - - - - u-) �Wjj w � 51.3' TEMP. 6' HIGH C.L. .1 1 6 SEW --SDR 35 HYU z I ol 1 FENCE W/GATE TBM NO �5__ ;E 24 RCP 24" RCP DMH T.O.C. LP BASE gc/ DMH- V� to* - - - - - � - -o� ELEV. 197.63 m 24" �cp 10+00 B. C.B. ?,C,? SMH 3-2(�l' +Do 21� - �l I Tbl +50 STA. 10+12.5 O RIG INAL L NORTH LEXINGTON TRUNK SEWER c.1938 m ND.. � INV.=184.91 24"S _12+0o IN /19 +50 ELEV 9 \ HANDHOLE �l 3+00 50 ------ _24"S -41 - -- - - - - -- j. ------ ; 4 11 SMH CONTROL STRUCTURE RIM = 194.80± 12" STA. 12+09.00 LIMITS OF GRADING/ (SEE DETAILS THIS SHEET) SMH 3- TOE OF SLOPE LINE -21537 V) STA. 14+20.6 00 3: N INV OUT=186 A SMH 3-258 PLAN 0 N , STA. 53+69 PROJECT LOCUS MAP SCALE: 1 " =20' § -) 2 - C B - i HATH INV.- 182.75 ..' 500 0 1000 2000 3000 N AWAY RD. SCALE IN FEET 4, c� (D 00 00 / 00 00 Lo uj - EXIST. 00 Ir I j_k SID -wAL K TRANSITION COUPLING FORD Lo 00 if / / 24" R.C. SEWER STYLE FC5 to � 11 - 0 OR EQUIVALENT m �00 00 _ w > 200 ------- -------- < -------- 200 vy STA 12+04.33 INV. OUT -185.64 INV. OUT= 30" SDR-35 n z "o I X� SUGGESTED SEQUENCE OF CONSTRUCTION 0 184.74 PVC SEWER PIPE 1. z 0 1 z 0 0 z: (n x:l z 1. INSTALL TEMPORARY PLUG IN THE EXISTING 24-INCH NORTH z zzz 04 -y 1 �> 5 0 > > > LEXINGTON RELIEF SEWER AT THE HAMILTON ROAD INLET V) w APPROX. EXIST. GROUND < CHAMBER. DIVERT ALL FLOW TO THE EXISTING 21 -INCH NORTH -4- L \ IQ LEXINGTON TRUNK SEWER. z Li C.L.D.I. 30" WALL WALL PIPE 2. CONSTRUCT PROPOS 5-FOOT DIAMETER PRECAST SEWER Of ui UA) MANHOLE ON THE EXISTING 30-INCH NORTH LEXINGTON RELIEF < F SEWER AT STA. 50+62. CONSTRUCT THE PROPOSED 3 0 -INCH W a PVC SEWER PIPE FROM THE MANHOLE TO THE LIMI TS OF > w -00 LJ Z EXCAVATION FOR THE CONTROL STRUCTURE AND TEMPORARILY lgo� 190 z PLUG. BACKFILL TRENCH AND PATCH WALKWAY PAV ENT. 0 00 30" PVC SEWER -4- 3. REMOVE THE TEMPORARY PLUG FROM THE EXISTING 24-INCH 0) T SDR 35, S=0.065 v ER EXIST. 24 R.C. ORIG. NO. LEXJ TRUNK SEW SEWER IN HAMILTON ROAD, AND RETURN SEWER TO SERVICE. 0 + S=.0041 t 3 x3 )(Y4 6061 T6 ALUM. 30 R 4. CONSTRUCT THE BOTTOM SECTION OF THE CAST IN-PLACE ANGLE W/ Y4 x6 S== O . ()24 CONTROL STRUCTURE UP TO THE APPROXIMATE SPRING LINE OF EX IST. 30"R C. NO. LEX. RELIEF SEWER c P ALUM. STRAP ANCHOR (TYP.) S=0014 S 3 5 -P\jc THE EXISTING 24-INCH TRUNK SEWER. INSTALL TEMPORARY . (SEE DETAIL SHEET 2 OF 2) PLUG IN THE EXISTING 21-INCH NORTH LEXINGTON TRUNK SEWER AT THE INLET CHAMBER ON HAMILTON ROAD. DIVERT ALL FLOW TO THE RELIEF SEWER. I 2"x6" TONGUE & GROOVE P.T. DOUGLAS 180 180 5. CUT AWAY THE TOP OF THE EXISTING 24-INCH TRUNK FIR STOP LOG PLANKS 49+50 50+00 50+50 000 0+14 062 12+50 13+00 13+50 SEWER IN THE CONTROL STRUCTURE TO APPROXIMATELY ONE CHANNEL INV. AT STOP LOGS = 185.64 STA. - 50+ - 62 - NORTH - LEXINGTON - RELIEF SEWER C=_] FsTA_o0_+62_3O SEWER g BRICK COURSE BELOW THE SPRING LINE, LEAVING THE BOTTOM _= OF THE PIPE TO FORM THE TROUGH THROUGH THE STRUCTURE. < BOTTOM OF STOP LOG SLOT EL. 185.39 STA. 0+00 30" PVC SEWER -g - __j L!!A. 12+09.00 ORIG. NO. LEX. TRUNK SEWER f U COMPLETE THE 30-INCH PVC SEWER PIPE AND CONSTRUCT 12 1� 6'-0" STA. 12+13.00 - NO. LEXINGTON RELIEF SEWER I� CROSS-CONNECTION -L BRICK INVERT, STOP LOG SLOTS AND TABLE FOR THE NEW 30" PVC PIPE I� NO. LEXINGTON TRUNK SEWER SEWER PIPE AND THE EXISTING 24-INCH TRUNK SEWER, INV. IN= 185.67 EMOG W ADDITIONAL P OF THE EXISNG 24- T-5" INCH PROFILE R 30" PVC SEWER PIPE TRUNK IN SEER AS NECES RTIONS TO INTERCEPT T HE TI HE PROPOSED CONTROL STRUCTURE PLAN VIEW SCALE: HOR. 1"=20' CROSS- CONNECTION PIPE CHANNEL. SCALE: 3/8" = l'-O" #4 EPDXY COATED BENT BAR, (TO VER. 1"=4' 6. COMPLETE THE REMAINDER OF THE CAST-IN-PLACE CONTROL CONSTRUCT CHAMBER FLOOR & WALLS AROUND EXIST. FORM A LIFTING HOOK). PLACE STRUCTURE AND INSTALL WOODEN STOP LOGS TO THE DESIRED 24" R.C. PIPE. CUT PIPE AS NECESSARY & INSTALL STOP LOG SLOTS. DIRECTLY OVER (P OF STOP LOGS ON 30" DIA. S.M.H. ELEVATION. REMOVE THE PLUG FROM THE EXISTING 21-INCH APPROX. EXIST. POUR FILL CONCRETE AROUND PIPE TO WITHIN ONE BRICK COURSE OF THE SAME PLANE AS THE U-BOLTS FRAME & COVER TRUNK SEWER AT HAMILTON ROAD. GROUND #6 0 THE SPRING LINE. CUT AWAY EXISTING PIPE TO LIMITS OF FILL (HOOK IS SHOWN OUT OF FUNCTION)- CAST INTO TOP SLAB GENERAL NOTES EL. 192. 8+ CONCRETE AND CONSTRUCT BRICK TROUGH WALLS AND TABLE TO CROWN 7. COMPLETE ALL BACKFILL AND COMPACTION OPERATIONS. 12" E.W. OF THE PIPE. #4 0 12" E.W. r l 2" (SHOWN OUT OF FUNCTION) 1. EXISTING SEWER INFORMATION WAS TAKEN FROM CLEAN UP THE SITE AND DEMOBILIZE. ELEV. 19436 #4 @ 12" E.W. ELEV. 194.76 FINISHED GRADE RECORD SEWER PLANS RS-467, NORTH LEXINGTON w 1 4.\�v nw � EXIST. 24" 1 R.C.P. NO. LEX(2. TRUNK SEWER INV. IN = 185.67 #5 DWLS 0 12 " ° „ .,. .. ,,;,., ,, �-- EWE. AGE SYSTEM, CONTRACT 1, PLAN AND NOT£: PLUGGING THE EXISTING 2'1 -INCH PIPE AT HAMILTON Yl/ yll. 00 FINISHED GRADE i rA_ PROFILE, COLONY ROAD AND NORTHERN SECTION, ROAD WILL ELIMINATE MOST, BUT NOT ALL, OF THE FLOW IN STA. 0+00 TO STA. 6+00, SHEET 5 OF 10 AND THE EXISTING PIPELINE. THE SMALL AMOUNT OF SEWAGE ---- ------- -- - ----------- --- T STA. 6+00 TO 17+00, SHEET 6 OF 10, DATED REMAINING IN THE PIPELINE IS NOT ANTICIPATED TO INTERFERE 12" E.W ------------------- �l ----------- --- OCTOBER 1938 BY METCALF AND EDDY ENGINEERS; WITH THE CONSTRUCTION, HOWEVER THE DURATION OF % 1 1 AND FROM RS-565, RELIEF SEWER, LEXINGTON,, MA DOWNTIME IN THE PIPE SHOULD BE KEPT TO AN ABSOLUTE 4" PLANTABLE #5 0 12 E.W. SOIL & SEED : ��#5 @ 12 E.W. EA. FACE PLAN AND PROFILE, SHEET 6 OF 10, DATED MINIMUM. AUGUST 1970 BY WHITMAN AND HOWARD EA. FACE ,-M.H. RUNGS ENGINEERS. EXIST. 24" R.C.P. PITCH Y4 PER @ 12" D.C. NO. LEX. TRUNK FT. TO DRAIN 2. EXISTING SITE DETAILS WERE TAKEN FROM: TOWN / /-INV. OUT=185.64 SEWER 30" P.V.C. SEWER OF LEXINGTON PROJECT, NEW FISKE ELEMENTARY TOWN OF LEXINGTON MASSACHUSETTS PIPE SCHOOL, PLANS BY TLCR ARCHITECTURE, QUINCY, ENGINEERING DIVISION T MA; REVISION OF 5/15/05, SANTIAGO A. ROZAS, Y 1A V INV. OUT REG. ARCHITECT. CIVIL ENGINEER: SAMIOTES 8 Y TIE SEWER SY IM PROVEMENTS 185.64 CONSULTANTS, FRAMINGHAM, MA., STEPHEN R. 3946 S r G C-2.1 t S srl S. INV. OUT= GARVIN, P.E., SITE UTILITY PLAN DRAWIN WASTEWATER CONTROL STRUCTURE & FILL REV. 4/6/05. _y -�q()NC 184.74 ASSOCIATED PIPING ELEV. 184.1 ELEV. 184.1 STA. 0+00 TO 0+62 TUTELA 8N_6lNEEAINrs ASSOCIATES, INC jf6 0 6 E.W. ENt tf EERS 7 PL ANNERS • ffl C�HITIE #6 0 6" E.W. TOP & BOT.___/ SAW CUT & SUPPORT TOP & BOT. 61-0" - L OESGNEO BY WILM SCALE RI EXIST. RCP AS NECESSARY 12" 6' 1 wim AS NOTED ]'B�A0Y 2{103. TO ACCOMODATE ADD'L 1 11/08 iml AS BUILT DRAWNG wim DRA*N BY SECTION A STOP LOG SLOTS SECTION NO. DAT BY DESCRIPTION APPD EK APPROV SCALE: 3/8" 1 1 -0 1 B REVISIONS O CHECKED JOB N SHEET OF SHEETS SCALE: 3/8" V-0' DVT Y1Q2, - FACE- 12" TYP. 'EMPTY STOA* L SLOTS 12" 12" L ° „ .,. .. ,,;,., ,, �-- EWE. AGE SYSTEM, CONTRACT 1, PLAN AND NOT£: PLUGGING THE EXISTING 2'1 -INCH PIPE AT HAMILTON Yl/ yll. 00 FINISHED GRADE i rA_ PROFILE, COLONY ROAD AND NORTHERN SECTION, ROAD WILL ELIMINATE MOST, BUT NOT ALL, OF THE FLOW IN STA. 0+00 TO STA. 6+00, SHEET 5 OF 10 AND THE EXISTING PIPELINE. THE SMALL AMOUNT OF SEWAGE ---- ------- -- - ----------- --- T STA. 6+00 TO 17+00, SHEET 6 OF 10, DATED REMAINING IN THE PIPELINE IS NOT ANTICIPATED TO INTERFERE 12" E.W ------------------- �l ----------- --- OCTOBER 1938 BY METCALF AND EDDY ENGINEERS; WITH THE CONSTRUCTION, HOWEVER THE DURATION OF % 1 1 AND FROM RS-565, RELIEF SEWER, LEXINGTON,, MA DOWNTIME IN THE PIPE SHOULD BE KEPT TO AN ABSOLUTE 4" PLANTABLE #5 0 12 E.W. SOIL & SEED : ��#5 @ 12 E.W. EA. FACE PLAN AND PROFILE, SHEET 6 OF 10, DATED MINIMUM. AUGUST 1970 BY WHITMAN AND HOWARD EA. FACE ,-M.H. RUNGS ENGINEERS. EXIST. 24" R.C.P. PITCH Y4 PER @ 12" D.C. NO. LEX. TRUNK FT. TO DRAIN 2. EXISTING SITE DETAILS WERE TAKEN FROM: TOWN / /-INV. OUT=185.64 SEWER 30" P.V.C. SEWER OF LEXINGTON PROJECT, NEW FISKE ELEMENTARY TOWN OF LEXINGTON MASSACHUSETTS PIPE SCHOOL, PLANS BY TLCR ARCHITECTURE, QUINCY, ENGINEERING DIVISION T MA; REVISION OF 5/15/05, SANTIAGO A. ROZAS, Y 1A V INV. OUT REG. ARCHITECT. CIVIL ENGINEER: SAMIOTES 8 Y TIE SEWER SY IM PROVEMENTS 185.64 CONSULTANTS, FRAMINGHAM, MA., STEPHEN R. 3946 S r G C-2.1 t S srl S. INV. OUT= GARVIN, P.E., SITE UTILITY PLAN DRAWIN WASTEWATER CONTROL STRUCTURE & FILL REV. 4/6/05. _y -�q()NC 184.74 ASSOCIATED PIPING ELEV. 184.1 ELEV. 184.1 STA. 0+00 TO 0+62 TUTELA 8N_6lNEEAINrs ASSOCIATES, INC jf6 0 6 E.W. ENt tf EERS 7 PL ANNERS • ffl C�HITIE #6 0 6" E.W. TOP & BOT.___/ SAW CUT & SUPPORT TOP & BOT. 61-0" - L OESGNEO BY WILM SCALE RI EXIST. RCP AS NECESSARY 12" 6' 1 wim AS NOTED ]'B�A0Y 2{103. TO ACCOMODATE ADD'L 1 11/08 iml AS BUILT DRAWNG wim DRA*N BY SECTION A STOP LOG SLOTS SECTION NO. DAT BY DESCRIPTION APPD EK APPROV SCALE: 3/8" 1 1 -0 1 B REVISIONS O CHECKED JOB N SHEET OF SHEETS SCALE: 3/8" V-0' DVT Y1Q2,