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No 9uoran fee is given that -the moterials encountered W <br />DOSS duringq construc fion will be the same os those indicoted Q <br />y an fTiis drawing for the borings. If is understood and agreed O 0< <br />hat the: bidder will not use any of ;'17e information so V <br />8£L St indicated, in any manner, as the basis ar ground of claim h <br />or demand of any nature, arising from or by reason ofany V # 19� <br />variance which may exist t <br />beween such information and k BORING 19 <br />1 Q B �R J 9Q t <br />20 ' <br />95 the mofertals encountered dcrrin the constructio of # q EL. 193.5 • <br />the .work. <br />9 h BORING 18 r <br />Borings mode in October, 1,998 <br />£L. 193.0 1 Surface <br />y� Figures to the left of borings represent blows per foot TyiQ�erourrd Loam <br />v On spoon. APp Doom Loam <br />J <br />0190 --- -- t Firm � <br />- - -- — IOt Sand 2'8 „ Stubs Liz <br />- -- Bottom Of Ditch Inv. El.. 18Z9f 1; <br />Coar <br />Sande Sand oar n / 047 <br />Water /� <br />YYafer 2i V it Pipe scope . QC/., — �- Goarse, � E,` ' <br />Y. Carryei , El. !86.47 Zo' roue -1 p <br />/p 653 Hardpan 35 Goave!- <br />S . 004 n er rain <br />`u 185 24 - Vif Pipe <br />6 n er rain Between These Limits, Use 24 "C Pike w <br />4 24C � J Perrr»ir`ted Well I'oinfs Sfa. 4fOO fo Spa. 8f53 E $ia .t1+74toSf2.15-A30 <br />Coo se <br />18� <br />180 r5 sa„ <br />Gravel <br />1 <br />K <br />Coarse <br />Sand e I t <br />20 €, Grave l <br />For 'fypicol ',trench secfion , see sheet 5 <br />For fyprcal monhoJe_detai/ see sheet Z. <br />l9 N i O <br />O �• i r <br />6 7 8 m 9 10 I1 1 12 13 m 14 15 16 17 <br />s <br />30 "'YYillow- <br />Provide 1er7Ce Durir>y Cortslzrucffon — — — ! i /l c /urp <br />/ 52a. 4 t30 fo 131-00 and Sta. 14 i-50 fo 19 f 50 C <br />10177P willow s � <br />o Tel 1 a) Raplai E /ms <br />j t � <br />Sec Specificotions , Section LLl, regarding _— _ tY "' clump _ <br />• 20 "Cher --- <br />` �. --- special regvirernenA 1 uSe and occupancy <br />/ of this area. cn C /ompu <br />/ o 15 le �PJm/ \ <br />Is "P /m\ <br />Cultivated Field <br />�• Clum <br />Cultivated Field <br />/ Cultivated Field <br />' i r e Culvert _ ` <br />P <br />CXf.6 , �. <br />_ Bride _- � ®.e- ORI G #�� ` fU1. N 4 f � . :. � <br />t` �I <br />Bridge <br />htAole, .p with srvif h � ° vtf ! r F <br />Fill Pipe, Ditch Brrd9e� a Stubs r� ` <br />1 ?6os PtImp BORING 18 e 7�Oak <br />y; Bridge <br />Grovel Perched YYell � \ <br />3 <br />Gl C <br />t o y 'o o Sin Post Cultivated Field <br />Cul fi vcr ed Field Bo 9 <br />X- �s� Pole • 2D °Elrn LEXINGTON, MASS. <br />c �s� NORTH LEXINGTON SEWERAGE SYSTEM <br />� <br />CONTRACT I <br />^Us )j 30, "Ook <br />y°O Pole <br />11F"flm , t11 P LAN <br />A N D i R O F I LE <br />s � <br />Indicafes area available to Pole o <br />C) NORTHERN SECTION <br />Contractor for construction ST a • p +00 TO STA. 17+00 <br />I Purposes. f /�� ! <br />V <br />SCALE HOP .40`FT.TOIIN• OCT. 19`38 <br />Note; No guarantee is given as to the completeness VER. 4 FT. TO i IN. <br />Drawn by 5,A W, C.W.R.;.11.C.T. or accuracy of 117forrnation given on this dro?ving IS 738 <br />reyordmg ground surface, pipes, conduits' orother METCALF E EDDY <br />Checked by- __ 2 ✓an.261940 S.4 W. f. T H- REVJSEO FOR RECORD PLAN. N <br />.Y- - - - - -- underground structures or reyordmg an other ENGINEERS <br />�11JprOYed 1111;x_ / Nov?, X.C.T. t{- W. YYAT €R.PIPf eXisftny Structures, frees Or oi`her condiPions.. 5300 , <br />BOSTON , MASS. <br />Revisr`on Mode by Checked b Descripfion <br />Sheet 6 of 10 Sheets <br />