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a f�
<br />.,.
<br />�- w < - - ,i
<br />115r, lip
<br />m Gravel O"ve 3
<br />i
<br />a-
<br />O 5
<br />V• O\ o o
<br />J G Q
<br />EL Sax \ 01 Proposed - 36 ".
<br />P O P
<br />�Tokinq Line .1.
<br />/
<br />CONCORD - _ T'UR N -P 1 K E iii iR.O UTE 2) ° cra cane. HdwL -See oe %n. -
<br />SOW MA A \O 2 �. \ 4 -12 "M Levee oufcroP Nil ii y P
<br />ST \o i and ei mP of Q I; r
<br />i \ p \ - Brush and �, Smol/ Trecs frees._, N V1 /a, 11BJ °ko
<br />�y f-r - —_$. Lime -y Turnpike Taking Line
<br />- Bign'b \ ° :_ °br y f : l2 ^B.a _
<br />..,�/ �y _ _ __ ��_ �s core -ate -' ponce 6 "Pine
<br />G0 \ @ ° �Tr.Lt _ _ _ _ _ _ _ _ _ -_ _ _ Surtace Boulders and ndw /, s,a a a..abla _ Wire F ce __ -.. ___ ��" */ 4 "Pine y �. '. rpm,
<br />j �- - mk c e 6 "P d °Pine / 4 .rMl
<br />-j Od C. B. o. Co. Toe of / .J -� eG -- ) PjEl -B ear aoX r. aE r /r °Dee ]P.ne 120. 6 ^Tw:n 6 "Pn,e
<br />npru Sfee (. ) SoPe aiP °_ -� /.�- -s° pO 6 == = =... /IS ♦„6 5"feel Oi /(C.B.O. Lo. EI. Box 1H "Pine %B,t. Paredr 21"W 4 "Pe % 8 6 °Pim i
<br />-"- II6 606.70 JO Pme ❑8 B Prne. Drom T S,qn 19 5 °Prue + 5 "Twin 6 T m
<br />b3\ Sed83 Oi� W8" 8 °P,he 5
<br />- �- \ry STr.Sign \ �Si9'�UA -�- Wd .Guard Roil h5 /Gram .Cur o wc. °a
<br />---�-_ -_ • a_-
<br />C Sign 9n
<br />9 Oil Line uord 2oi/ -Lone. Pas s /nv.179.6 7e
<br />-75.Y /2" Canc prmr>�
<br />/ —__
<br />8 /nv.224,4 DMnv. B.M. TOP Oflna5i F05JCYlCdac. POSE" Inv.179.9..
<br />22$3.' -_ Conc. nJp22.3 g
<br />= oin DMH _ /2?' Conc _Groin __- - - - -_ -_� /. p MOrker MH
<br />_-�-_ - - -- -= -- - -0MH Inv. 208.9 0 �. -
<br />o ( E/. /93:/9 �n
<br />� p� Z Op Tokinq Linea �_
<br />Biiumin al �ilAm �a(' ryX1 oev� "U 43, iumin ous Coo f e. ,yvp : Q`✓7/
<br />t1. Coe bus of Oil Concreie
<br />op.w. ILL
<br />° y�
<br />Gronife Curb. ,'pj VII '� y� 26 "Sfeel Gos i'a >G 'l Curb O ____LGrnnife Curb _ 5i - CBJ4 GYOnife ..:Curb
<br />NI ° II �, .Cron: C,,b T. i n Gran. Curb 0 30 °Q'OOFre -
<br />roll _ _ ffyy -- _ w-r>� —_— - ko ,e sign . 4r ° q? x'26" Steel Gas - -__-
<br />8i nol COnd. 1 - -0._..n<r. �-l. T L. =— .�.IE_,, _ — °__ -_ -_- ___ o _ --
<br />_ T si
<br />_�.2b" 'Sieel Gos - 20 „ly:..
<br />AGTOVen'F -`�� IISiq. condq it. Conc �Z� A
<br />AG7 Ve, y 28 "W. rs "W
<br />i ��( Z _ Wire Fence __ n__ii+ _ __ __e0o l 28 "W
<br />72 "Tr r 14'Tree OB line
<br />brass _ _ - - Turn rke. Taking Line - -
<br />----a_ \ - 90 �t G •'f Rail 'Fence 8 "Tree Stone' Woll P q Wire Fence
<br />\2z3 r T.Sign i o o`i PO-, / ` ..
<br />1 �"—� Tank Tesi Pi es
<br />eg " ^\ X oy Fill Pi es b Z A YQ>
<br />` C Pole oa 90
<br />1e
<br />o '�o E18ox 04 QrL + . Po
<br />=o ; V DEW.
<br />Grass o o \\ m o• O
<br />f
<br />Present Surfoca.. � bill cs ,f A. a`'e a ytea» �<>< '�'
<br />Q Z
<br />(1f r e o oP � ,Q D•
<br />Cui and remove exis/-aW Pipe
<br />as direcied 01, A c ^\ hrq� U `0
<br />' c sq e LL f`
<br />a�3T k O +
<br />Proposed" Pipe -
<br />Exisirnq Solid Sleeve d`
<br />Wafer Mom z
<br />Wafer Main 2 O
<br />ii Q '
<br />S t` S Piece
<br />B BeS Bend 7' -6r, n
<br />c 5
<br />:
<br />68$5 Bend `" E 8 $ S S tnighi Piece ' S/ape
<br />8 e S Straighi Piece (lengfh o smt conditions) /%z:
<br />(lenq}'h to 5u %t condn"ons)
<br />8
<br />1
<br />�-I B Q S Bend
<br />8 $ S Strvigh% Piece So /id .Sleeve
<br />(length fo suii condlwns)
<br />3' -9"
<br />12
<br />size vanes
<br />A
<br />O p Y
<br />YQ
<br />on
<br />} +
<br />Lay. pipe and. fiffings as diracied - yB. /pe, or cap ec u, p [ -
<br />.TYPICAL oFGonlrocf 256W.
<br />TYPICAL - RELOCATION OF WATER MAIN HEADWALL DETAILS -
<br />.No +,.+oS tole Scale:'- '4 " =l' -O” .:o QQ
<br />q
<br />\1 ¢ Where original ledge surface is above
<br />ure of 5ireef br ground, remove
<br />\ / ledgface to neoi hao, shown • ' ... S ^ .. m ..\ .
<br />C\ The width of fhe excavofion sholl be
<br />- sufficient fo,preveof loss of surface
<br />\ material bq }he covinq in of ibe '
<br />\ sides of ibe french,,. -
<br />p4 "H a �1
<br />\ $urfoce of s reel or round 1 PSfeet Oil
<br />- �
<br />m A-
<br />05' e'o� - X24'Cam. Drbin 3 °fin -
<br />1 1 - ? ai ppe /2 "BOG,pe — —_ _ 5Vo e B
<br />0
<br />°
<br />/.O' 0.17- of _pipe /.O'
<br />m
<br />obfished Gro e %oF 2.22j (j Slope 2'g0./ U
<br />Inverl
<br />Level
<br />7T ono/
<br />^
<br />of
<br />-
<br />,.,' Dy I Prop osbd I ( R �
<br />36 °Rein Forced Concre% (Noier pipe
<br />Pipe
<br />170 FT. ABOVE BOSTON CITY ,B S
<br />114' +79.69 115 116. +62 117 +15 118 +82..:.' +96119 120 +30. +8639
<br />N ..
<br />/.
<br />COMMONWEALTH OF MASSACHUSETTS"
<br />METROPOLITAN DISTRICT COMMIS510
<br />SECTION OF TRENCH IN ROCK
<br />WATER DIVISION
<br />Scale: 1 _0,1
<br />2 EXPLANATION. NORTHERN EXTRA HIGH SERVICE PIP
<br />Hydrant (POsf)
<br />Valve (Line) - +-
<br />Valve (Air) CONCORD TURNPIKE LE
<br />_. -�_
<br />Valve (Check) -�
<br />Cofch Basin '
<br />Uonhole (Sewer) --0 -
<br />JANUARY 4 , 1961
<br />Manhole (Electric) -
<br />Gas; (Drip)
<br />Pol a (Electric) D_.. " _ _ �z4/ <<:: ;
<br />al h' does, not warrant the character of the Tree Hor.Scale 4bfeef+a an inch
<br />t aFnr
<br />Noe. • The Commonwe f
<br />• it
<br />her. underground Vet scale 4 feetfd an inch Director oF.' the . Woter 'Division Coffin , Richords�c. '' m <� Fo 4 CON
<br />ground or the location of 'pipes' and ofh 9
<br />a /s,Lr ` SEC
<br />f -shown, to be 'even a oximctel correct. and Chief Water Supply Engineer Consulfiny Engineers, 6oston ' y,onn t by
<br />ob�ec s as s PP Y SHE
<br />12
<br />O p Y
<br />YQ
<br />Size of Pipe o
<br />of
<br />3. 12 ,r Remove existin -36" C.. Pre and Cop, o
<br />o• O
<br />O
<br />!z c% a
<br />anchorage and C. L `Cancfete'Plpe
<br />Aorpfer. Correct, to exisfinq '36" Concrete
<br />P'. as di;^ fed nbl ec lef o
<br />Lay. pipe and. fiffings as diracied - yB. /pe, or cap ec u, p [ -
<br />.TYPICAL oFGonlrocf 256W.
<br />TYPICAL - RELOCATION OF WATER MAIN HEADWALL DETAILS -
<br />.No +,.+oS tole Scale:'- '4 " =l' -O” .:o QQ
<br />q
<br />\1 ¢ Where original ledge surface is above
<br />ure of 5ireef br ground, remove
<br />\ / ledgface to neoi hao, shown • ' ... S ^ .. m ..\ .
<br />C\ The width of fhe excavofion sholl be
<br />- sufficient fo,preveof loss of surface
<br />\ material bq }he covinq in of ibe '
<br />\ sides of ibe french,,. -
<br />p4 "H a �1
<br />\ $urfoce of s reel or round 1 PSfeet Oil
<br />- �
<br />m A-
<br />05' e'o� - X24'Cam. Drbin 3 °fin -
<br />1 1 - ? ai ppe /2 "BOG,pe — —_ _ 5Vo e B
<br />0
<br />°
<br />/.O' 0.17- of _pipe /.O'
<br />m
<br />obfished Gro e %oF 2.22j (j Slope 2'g0./ U
<br />Inverl
<br />Level
<br />7T ono/
<br />^
<br />of
<br />-
<br />,.,' Dy I Prop osbd I ( R �
<br />36 °Rein Forced Concre% (Noier pipe
<br />Pipe
<br />170 FT. ABOVE BOSTON CITY ,B S
<br />114' +79.69 115 116. +62 117 +15 118 +82..:.' +96119 120 +30. +8639
<br />N ..
<br />/.
<br />COMMONWEALTH OF MASSACHUSETTS"
<br />METROPOLITAN DISTRICT COMMIS510
<br />SECTION OF TRENCH IN ROCK
<br />WATER DIVISION
<br />Scale: 1 _0,1
<br />2 EXPLANATION. NORTHERN EXTRA HIGH SERVICE PIP
<br />Hydrant (POsf)
<br />Valve (Line) - +-
<br />Valve (Air) CONCORD TURNPIKE LE
<br />_. -�_
<br />Valve (Check) -�
<br />Cofch Basin '
<br />Uonhole (Sewer) --0 -
<br />JANUARY 4 , 1961
<br />Manhole (Electric) -
<br />Gas; (Drip)
<br />Pol a (Electric) D_.. " _ _ �z4/ <<:: ;
<br />al h' does, not warrant the character of the Tree Hor.Scale 4bfeef+a an inch
<br />t aFnr
<br />Noe. • The Commonwe f
<br />• it
<br />her. underground Vet scale 4 feetfd an inch Director oF.' the . Woter 'Division Coffin , Richords�c. '' m <� Fo 4 CON
<br />ground or the location of 'pipes' and ofh 9
<br />a /s,Lr ` SEC
<br />f -shown, to be 'even a oximctel correct. and Chief Water Supply Engineer Consulfiny Engineers, 6oston ' y,onn t by
<br />ob�ec s as s PP Y SHE
<br />
|