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OF
<br />BORIN0V1 B©RIN6#2 BORING
<br />5L.181.8 EL. 182.0 � EL.:151.8 ';r N
<br />fUaferl_ °I'hYYafer li �� Z
<br />Soft
<br />Peat i� rma
<br />te Gt ozind Sur < BORING6� €;
<br />Soft 1 BORING # i2 # z# APp oxi °cam EL. 154.4 , . BORING
<br />1 Peai 18� I EL. 183.3 BORING 11 BORING IO j$Or #
<br />i
<br />/ £L. 182.6 £L. 182.8 EUD4.5
<br />L� q Loam BORING Loamy
<br />,Mater Sand , 1 Sand
<br />Loose L t Bleck Peat
<br />Wafer Loose W
<br />4
<br />f6 °C.I.PIPf I -I t � Water Wa er Firm i /
<br />'3 Coarse 4a E Loam E 'Loom No guarantee Is given that the materials encountered 14 Brown �: Soft F;rm
<br />Sand Soft _ x j Peat during construction will be the same as those indicotedorr Bond: Peon 14 ° Sand
<br />Peak Loose 180 �) FXf 9f8 -this
<br />dur ing, for fhe borrn s. I� rs understoodanda 4� 180 . ;
<br />4 � Blue .� f79.2 - $hat the bidder will not use any of the information �`o <.
<br />in any monner
<br />indicated. � as a basis orgrovnd of claim Hard
<br />179.17 ; ordemand of any nature, arising from or byreasonof 34 Compa
<br />Sand ` Et.h'968
<br />Coarse an�r vorroncewhrchmcry- exis'betweensvchinformafiorr Sand
<br />- I Medium 101
<br />Sand and fhe materiols encountered during - the construction 1
<br />° T ai h 6: Sand Loose afthework.; A! Fine
<br />fI 4 E Coarse Borings made in October; 1938. 15 Firm Sand
<br />Sand
<br />175 Sand `r • ` Sand d Coarse ,
<br />Fioures to'left of borrn�s represent blows per foot. a, � J�5 � SondE
<br />_lV on Spoon. h 10 ` iiftle
<br /># Loose ; ' Gravel
<br />h I
<br />T Coarse t �/ C + / l ope OOZE y_
<br />Gravel Fine Sond Fine 24 r, C 1. Pipe
<br />sl
<br />F1.170.00 BORING Frrie 6
<br />i 7 L ;file Cloy !� 41 6 ; Sand
<br />l Be
<br /># 0 r and
<br />x
<br />Loose S 17�
<br />Not paid; Grave - iJI 1.0 dee ,varying Gravel f II va ioy. �epSan� wid //i j irlte Coarse f
<br />pp
<br />T% SandE' Loose 3€ for wilt Sta.atlStoSfg / tr6 Sta.Itt6to Li
<br />8 ttle CIav St a.2 �25 Coors
<br />Gravel 4 Coarse 8 "Underrlrain - 20 H San e Wel f aOlt7f scfsferlr Spa. 0 23 fo Ili 30' s;
<br />loose BORING
<br />Sand _ sfa. otfr fa Gravel Coarse Loose # 2
<br />_, 51.7. 0-P23 23 E Boulders
<br />8 _ Sand E Coarse 255
<br />;j Loose Gravel 7 : Sand B f,
<br />Coase r t typical manhole detail see Sheet 2
<br />Loose ass Sand'; . ao Gravel BORING -y s' 1
<br />For i -
<br />7 Coarse Gravel I + { #3
<br />Loose Coarse
<br />Sand -6' f o 4 I, Sand, Gravel c°
<br />Gravel ' BORING
<br />Rock or Sand -6' 4 '5 Z 3 #¢ ¢ J 6 7 fv3 It
<br />a Boulder l
<br />Refusal
<br />_ c
<br />., �
<br />C l ` Coarse �Il, .' �B C/ Pipe
<br />25 30E Sand
<br />Coarse 4°
<br />Sand Grave l E s WA MP .. , �. ?, €t°��3 ✓ 4_, D• :.
<br />Boulders 1(,, BO 3
<br />�o v
<br />Gravel 3 j� RING . a
<br />Baatders t f1 U v # 3 �'� , •' �P� y „
<br />21
<br />£oars'e --Or
<br />Sandv� 4
<br />f Gravel6' 46 2�i! 30 W 0 0 D S y� i t ��o _ r
<br />q -- f' / ' Q e a Class C Concrete
<br />Boulders 1` v y �..� �OG� / /� 9ne�.o,. �Q � Ewa Eradle To ` .
<br />F /
<br />./_
<br />j., I Poured 'After
<br />% q Pipe as Been
<br />1 \ !� ; ` j ` lr •` y , !l /�� J -' /` /, f , r f j, /' �,� /% ,ti ��Y.✓ n v 0 •? 0.' ® 2 .l l/
<br />L
<br />ai" oi`nfe
<br />L
<br />/ •� ! - % �,/ r `,'� ` /,< / i' - o f . / / �,.. r„ rr r ♦ „r „rr , „�, eat
<br />y
<br />33 k xo ORI G o� 7 Y
<br />z f ,
<br />f
<br />/
<br />t' l / s / / <. / / sr. ; ' / ' °3 class o
<br />Con
<br />1 V7' / / / v r % {; r / o ,7k. 3 /4oc. Q crate
<br />/ , _ IOW) Pile To ,Dim.
<br />�l _ S -g S6 %Top P
<br />x
<br />�/ / / r-
<br />20 // f dl; f i 1 i r. g f f oom
<br />if / / / / / / 1 , 3t r s ' / i / ;'
<br />/ Btt _
<br />§ / / .�` �' /�!n -� N ' ,' / r ,,'>° / r te /' c �„r c ` N j i.
<br />j /J caseme w,< 1
<br />EXISTING M. M,.fOf - . }
<br />i2 / . / r i Eo `` a,' Scale 2 in. to ifF
<br />a•
<br />' � I
<br />t r : )Manholle- Esting MH. X 74 2 Proposed M.H. -- !-- - - - - -- - - - 1 —
<br />fit/ � 24 >CI. P ipe: .
<br />� Existing Ira .
<br />me &Cauer� WOOD5 r l¢„
<br />/l I� S Wsi M P 4 (o Brick Dome and � ' T o
<br />• am n o ' o ; o p ' a 16 CIas3 A
<br />1' .,Cobnecfion, r I m 3 Undisturbed Ground • °. o o •�;� p ,y Concrete
<br />° .. ( t Cut haft- rR Wall an 71 � 7 / [ / -'r . —t. D,t ,r„ .a, ) �' ,i1,v 3”
<br />See Deta brick in around p ipe. Piles
<br />�' '� s '
<br />r PP a . �, a Scoop Ouf Spaced3 6
<br />i 18.6 v Bottom of Trench 'l
<br />/ n�6 � Exist gl6" ° C,I. NtH. Class A ClossbAConcrefe
<br />r w A
<br />e e: r Concrete hlasonr y ' Section B -B
<br />`
<br />Steps o.. Cap:
<br />fi V. ` Supports For C.L'Pipe Sewer In Soft Ground
<br />/� eL
<br />8" '
<br />11 i I Inv. h7.179.
<br />a Pro ew e 24" LEXINGTON, MASS
<br />I aIr i I Inlet Channel PO be C. I, Pipe C.I. Sewer
<br />f r farmed in exlstmq M.N. p 12 n v 12"
<br />�r ,` invt-t layer; to be a, a NORTH LEXINGTON SEWERAGE SYSTEM
<br />/ J Vi rebuilt as required.
<br />/ r Class C Concrete
<br />a. a ap r
<br />fo 1
<br />r entire, width P v — ~
<br />'
<br />✓/ A ll, l �'. of french. a'. d a ° y Q . . .
<br />d b
<br />Sheefina to be Inv. ff.170.
<br />Indicates area auarlable to Contractor left in place 6 "1Wh7imuin L A N PRO
<br />for construcfionpurposes,
<br />Li li " SOUTHERN SECTION
<br />��� �_-- ,8r;d e �, Detains Of Connection
<br />9 To Existing Sewer
<br />_ , , sca -1n. o STA. 0 +00 TO S7_ I r 8+00
<br />' ie4 } ift.
<br />__ Dirt Road - - ---
<br />- _ _ r H OR. 40, FT TO I 1 N.
<br />-- Brr d9e i
<br />Note1 No uarontee is q ivenas�o the com leteness SCALE OCT. 1938
<br />9 A VEIL. 4 FT.TOIIN. ;
<br />or occurac of rnformafion " liven on 4hos drow7n
<br />1 i } - 9 i3933 ' "
<br />Drawn b S. A.P✓,'C.INR. H.C.T. _ re ordin round surr ce e --
<br />Y - , 9 9 9 a p conduits or METCALF 6' EDDY
<br />flier under n structures ores or regard!
<br />" c o K W o u d round s uc n N -
<br />... - Y , 2 Jan 23,!940 SA.W. A - 7 7 , 4, R£VtSED FOR RECORD PLAN
<br />R ;.
<br />_ _ f on o her sfm struc ores ` trees or ot her
<br />a ENGINEERS
<br />A pproved b
<br />t� Y 9 54.3 ;,
<br />A - .:
<br />PP ! - Nou. Z 1 8. H.0 T X.. W MINOR CHANGES AND. ABIJITIO -
<br />•Ili �r'� conditions NS BOSTON � MASS.
<br />- -
<br />evrsron Made b Checked 'b Descr; Lion
<br />f
<br />h fi
<br />v._,.. S ee _ i of 1 S hee��
<br />
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