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