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86tS <br />tel <br />H NO guarantee is given that the moferiols encountered <br />durinL cons4ruc4ion will be the same as those indicated <br />on this drowrng for the borings: Alis undersioodandayreed <br />that the bidder will not use an the informotion so <br />indica #ed, in any manner as the bosis or ground of cloim 115 <br />ordemond of an nature, or•isinq from or by reason of <br />an vorionce which may exis,'*I -ween such irrfornx>tion <br />aila' the materials encountered Burin i'he consiructiOn <br />of the work. <br />Z Borings made in October, 1938 <br />Figures' lo the /eft of borin9s represen-1 blowsper foot <br />on spoon. <br />190 <br />Approximate Ground_ X I10 <br />BORING 13 <br />Surtoce E1.I88.o <br />Loom <br />Q e 5cnd 22 „ l(ec. CongDifa O <br />185 l "£ /ec. EondurfJ, g "G.7. Pipe 18J �3 <br />to Cafch Basin <br />8 <br />jYi <br />Coarse 6'•C.l Pipet <br />Sand fio Hydrant 8'63ub <br />12 InY E1. 180.3 } <br />18D <br />Slope 0022 Igo <br />O 2 i ' C, !. Pipe> Fr. r�9:ao <br />6 6" 8'tlirci'erdrain �±, 6" 8f' Una'eru'rain 6 <br />175 X75 <br />� O ­-Local-;on o f }� <br />�0� Borin#15 <br />J k For t icot mo 'W e defails, see sheet 0. O Oy <br />O kb N rNp N <br />4 0 1 2 3 _ 4 5 H 6 7 <br />\ <br />i <br />of o <br />, C <br />M.K 77'68.8 6rantSt ' <br />- ti , TeCPole <br />- Of 00 Colony Rd ', o <br />STREET <br />, <br />GRaNT ' <br />Pate 0 0 <br />a ® ® , 'TMa,I B G <br />o Tel. hyd 1 'i o` <br />I4 E /ec.COnduity c: e. .R <br />o rel.'Pal e BORlN6 l5 Bituminous mo dam ; TeLPpJe <br />M.H. 4"IZ5 s <br />C`✓ -_ _ �_ - - - 22 Coadulf ,� c.s -- <br />_ m <br />op t - -- <br />- <br />�— <br />Q <br />v mX n oie A E 7 <br />io <br />. N f , Q - -X —_x <br />N <br />x � ... young Maples -. ' x Brick <br />x <br />c ` � //� i -' � • f � ` <br />ti Pole o d0 (0 ydo�/i <br />y <br />us <br />nn „n <br />ec �ion Bit /,� �-! � x /'' F � �, <br />i a <br />Zfi n Wo�erj IZ" fgrn x// v i Porch <br />yQ) <br />}0 vii G f 68• x 2%2 S9 or) wp <br />to W ?� q s 8• ( \ <br />( I pWeit <br />a i I Garage <br />12"M P�QV ' x <br />LEXINGTON, MASS. <br />NORTH LEXINGTON SEWERAGE SYSTEM <br />CONTRACT l <br />P LAN ANA PROFILE <br />GRANT STREET <br />E T <br />Note; No guarantee is given os 7'o the completeness HO R. 40 FT. TO I IN. <br />oP inrormafton g iven on this drowin SCALE OCT. I93$ <br />or occuroc <br />y 9 9 VER. 4 FT TO f IN; <br />regora'inq ground surface, pipes; conduits or other z Drawn by S. A.IN., C.W H. CT. underground structures or regarding any ocher METCALF EDDY Checked b K. W 2 ✓an.P6,1944 SA. W. P. <br />Tf9. REVf9 .-0 FOR RscORD PLAN existing structures, I`rees or other conditions. Y -- ENGINEERS <br />Approved by._ - - -___ ____ " 1 NOY2,1938 H -C.T. X.W. MINOR CHANGES AND ADDITIONS BOSTON MASS. <br />Revision IlVade by I Checked by I Description <br />Sheet 4 of 10 Sheets <br />