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Z1�16 I
<br />? fpproxrmgte
<br />e q "� ground surface
<br />Loam
<br />-� i—
<br />Wgter�� � � O � � W ater
<br />ii Black l Vtafer Z : sand; =203 55 10 C.I. j��fer P e � � �
<br />-d rra vet f Q El, 203', 5�
<br />Mud z cla Std. IAf-35 7o� El:. � zoom
<br />boulders IG > X7`0 o Sfie2 i ;nom
<br />I Y1ud &aI
<br />4 Sand — 1 # g ine ana'
<br />I t /Ruddy Sand I
<br />Sano;
<br />3 �.5'.lt7,(�f; �.. /�/ l� 't �;! 'f-f!@ LOlI/77
<br />Loese/ a Fine Sand Gravel i — Ef( Loamy,
<br />Erne W .S. 7nG hann 8 J5 elo i
<br />#, LrttteCtau € _ f ;/VofeP'
<br />?0 11 _ { : sa W. S. rrt C hannel - (Water ttt I _
<br />Bottom r rt g =Mitt 3 �.I98.4.3 - Wxfie� 2UC1 t'edt
<br />of channel as s_ clay; M 16, _
<br />1 3 Ei./97,79 free �LL �8.30 . I l EI,I B,9 FL;`S.b6
<br />co,�sfructd rn 1938 (. — ,sand
<br />Sand tle bl c1.I98. Loamy [ ? R Frrrr — ,I9787 E1,/98. El.f98; /8 Sand E(,l�7.52 F_/./97.E6 8 6 - 14 BLit g - O fat Loam Loa ` C!a 8° GraJef glut. ; — - -- ° - -- -- -- 70 of Q -rh;mn
<br />Deaf it 7 Boul P N w 1197 co � ' Chen,7e rs x st o ° ° g a Co -- -- i Loose v. EL 195.6! s Q�
<br />p of C3 O y - - - -� -- -- — Q er fin
<br />(n
<br />- Sheetira co t q� m y - i Jnv.Lt 195J3 --
<br />rEx7`stin Stub- Gx -
<br />�z
<br />Inv:'cL t�: 9Z;�lol ?l •� -• . � s , , (,71/E /: ✓5.�9 -.,,
<br />/�; .( _ �nderdrorn
<br />1 . f tnv.t r t�r�n Grave/ Rai //
<br />?I" i�lw.Et:1 ° 2 . 3 7 � /.2, 7b -
<br />kk
<br />ld
<br />lr,{G /.7r _ — - �., -- - - - -- ___ ef' Concrete Flt m
<br />Inv ! „nu EL l9 n _ _ __
<br /><, _
<br />— — EKCQYC77` /Ot7
<br />-- - -- — -- —
<br />_ C
<br />o r ! .!1
<br />test f
<br />— - - - - -- o tGm, o , heetr:
<br />_ Botfcm of L j I
<br />I
<br />dd __ - ------ ' � - � '•t/C:l�ipe U;rde, drear,f I; � Sheetin
<br />!90 _ — -- - - - - -._ _ _
<br />5t0 ot - --
<br />YG. f'lfa� Rock o
<br />�ot tom o D Vero Goarsa m t
<br />Llncierclr to h =e Jn m Bottom of ,.heetlno (3) � Fine
<br />s ° 2x95- I Bttom of
<br />y I 2 + Shea nq
<br />o� p furl 4 er Sand
<br />ne
<br />Cradle F!!! Concrete -_�J Vorq
<br />O
<br />5 Fine Not e Figures at left of bol or soundings
<br />' sand. represent i� /oy /s per foot on spoon.
<br />Meinht 0e har>7lner lz5lb, -, Fa 11 4 i17
<br />59ril7g marked `Y "H etc. was made
<br />rrir171n about i0 ft, d boring "l
<br />exact location of chrri7,�eys cu,d �r�al7cfres
<br />to b� deferrrrr'i7eci ;r; r'te fie /d,
<br />S H F R B u R N E ,� \� kC IV/ r� i lBorings 41 to 45 inc /usrve yvere made aboLft
<br />_ \ 0 _ /0 yoors ago:
<br />I Flower bed "Proin 0' (0 Grao� arbgr „ 0' 2 X .xU r o 3'
<br />T � �k �y� �x ° O
<br />48Col-r. � I
<br />i — _ J
<br />O e Q Cha - _ " /yon Plps
<br />;rt'g3 "R _ u - -. - -_ _ 1 ` �; — /` _ / f...ldt'Ct".fJE. / 8 " Al i cJ
<br />- - --
<br />IPH/0t g..2rJ ♦ -'.. r /�" 'rk - 36 " 0 - 6 " OaA
<br />S
<br />¢ , 3 badod�ndrons
<br />�
<br />G.�dq�,��/VIN /4156.9' MN7��4:gn, $ �d3� doc`s.
<br />a - 8 "Stub vU
<br />'� H. 117 ° '� r /� Saurh Brahch of Vine gook
<br />48 "Trr. Gi 48" Twirl Oaks
<br />! ��1 Mtf /f 60.66 Brush 43 r{ y - -v x:180 0. —
<br />¢� �Q - - - - -: f - � 8 -rop, .16r` =" ' ��j� o a d-- =;— = .f.. z,, V✓ 2 V'�lllaw
<br />L. 179 ° 8` j a� nip l°8.9 O Vii y2
<br />? -- A \ S .ott2. c 36� 3, - Proposed manhole
<br />o l80 of - o,. 01a' i;
<br />0 i �$ i n \� £xistrng /v: N, a � � �i, 1 _ _ ExrStigq manhol0
<br />\\ PROPwED SEWER i }8o `! i ��Pto - o � Borircg or s�?u1?0111
<br />�" Bose l
<br />� 0 8'St8b40,7a -- Lnri'r of easemern'
<br />Cbirrine (0 "Connection
<br />>'
<br />XN B 3 b n�� / 7 ee6`Cat7ne`ckior
<br />\��' - Bel / to be
<br />i O WOOGS 16k c( 3 "6 "F
<br />trimmed off 3 10c2 "-8„ 'l-.v\ di. 'Y1 °.5
<br />I s 13Lrches, Flms '`sx,� {' � `s l8s° to`
<br />o Construction J0#7r
<br />n
<br />e iF re aired t 06,39
<br />9 i
<br />� RECORD DRAW] NG
<br />u1 ,< Concrete Cradle �� , 07'-j( 0 l d
<br />a o,
<br />... �\ r_ —._ ' •�` : A , Jjo g3Tlrl standard
<br />o:% _
<br />i
<br />Sta. 0 1/ 6 r �d �'lstrenth Cloy n . q' r t � � . . �: �
<br />ExJstln_q I Co ni c a clads f? e e
<br />\\ , sewer Pipe
<br />WINE BROOK SEWER
<br />�, �,. ,a LEX1hIGTON, MASS.
<br />`
<br />\� PlasfJ o'tAit7 ri j J
<br />�.'✓n Jam:. A
<br />TO be poured against
<br />I �
<br />° undistc rbed earth i�
<br />y dr sheeting ' ,� ?, PLAN AND PROFILE_
<br />f . >,
<br />f
<br />- _ SECTION A -A, SECTION S -g' �� �l z
<br />_ VER I . ! L 4 100`
<br />SCALE MAY 18, 1948
<br />T'rr7s dr�r3�'ir7 svf:Crscdes r
<br />IJtz+�rralUo.203.3Q- H -8�OZ APPROVED . -
<br />6`B DETAIL OF", CONNEC
<br />�
<br />DRAWN BY __ METCALF & EDDY z07
<br />TRACED, BY__- __ -- cjTP . O - 'F "I, .6 FOR METCALF & ED ENGINEERS
<br />ENGINEERS H
<br />7 , lT
<br />CKED - r ___ BOS T ON) 9 4
<br />_ _ SC E I_ C �� Z..
<br />c,
<br />. .. , . � e ,tv1A I
<br />.,. 'UL ,2.N lam. � ! Y 8 .1.948 MASS
<br />„U.., y_ x_ z 1 �..i 6 ,, Y ✓.> ^r r , " R. �isu {ar /��cor
<br />-, � p REG. PROF. ENGR. MASS. N0.70 DATE
<br />._ y ,.... ifs ,5 /Y1�0' , �¢r t ,, b .
<br />_. , .. ..
<br />C ONTRACT W,4� PROJECT le-p-198
<br />
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