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HomeMy WebLinkAboutRS-467AOF BORIN0V1 B©RIN6#2 BORING 5L.181.8 EL. 182.0 � EL.:151.8 ';r N fUaferl_ °I'hYYafer li �� Z Soft Peat i� rma te Gt ozind Sur < BORING6� €; Soft 1 BORING # i2 # z# APp oxi °cam EL. 154.4 , . BORING 1 Peai 18� I EL. 183.3 BORING 11 BORING IO j$Or # i / £L. 182.6 £L. 182.8 EUD4.5 L� q Loam BORING Loamy ,Mater Sand , 1 Sand Loose L t Bleck Peat Wafer Loose W 4 f6 °C.I.PIPf I -I t � Water Wa er Firm i / '3 Coarse 4a E Loam E 'Loom No guarantee Is given that the materials encountered 14 Brown �: Soft F;rm Sand Soft _ x j Peat during construction will be the same as those indicotedorr Bond: Peon 14 ° Sand Peak Loose 180 �) FXf 9f8 -this dur ing, for fhe borrn s. I� rs understoodanda 4� 180 . ; 4 � Blue .� f79.2 - $hat the bidder will not use any of the information �`o <. in any monner indicated. � as a basis orgrovnd of claim Hard 179.17 ; ordemand of any nature, arising from or byreasonof 34 Compa Sand ` Et.h'968 Coarse an�r vorroncewhrchmcry- exis'betweensvchinformafiorr Sand - I Medium 101 Sand and fhe materiols encountered during - the construction 1 ° T ai h 6: Sand Loose afthework.; A! Fine fI 4 E Coarse Borings made in October; 1938. 15 Firm Sand Sand 175 Sand `r • ` Sand d Coarse , Fioures to'left of borrn�s represent blows per foot. a, � J�5 � SondE _lV on Spoon. h 10 ` iiftle # Loose ; ' Gravel h I T Coarse t �/ C + / l ope OOZE y_ Gravel Fine Sond Fine 24 r, C 1. Pipe sl F1.170.00 BORING Frrie 6 i 7 L ;file Cloy !� 41 6 ; Sand l Be # 0 r and x Loose S 17� Not paid; Grave - iJI 1.0 dee ,varying Gravel f II va ioy. �epSan� wid //i j irlte Coarse f pp T% SandE' Loose 3€ for wilt Sta.atlStoSfg / tr6 Sta.Itt6to Li 8 ttle CIav St a.2 �25 Coors Gravel 4 Coarse 8 "Underrlrain - 20 H San e Wel f aOlt7f scfsferlr Spa. 0 23 fo Ili 30' s; loose BORING Sand _ sfa. otfr fa Gravel Coarse Loose # 2 _, 51.7. 0-P23 23 E Boulders 8 _ Sand E Coarse 255 ;j Loose Gravel 7 : Sand B f, Coase r t typical manhole detail see Sheet 2 Loose ass Sand'; . ao Gravel BORING -y s' 1 For i - 7 Coarse Gravel I + { #3 Loose Coarse Sand -6' f o 4 I, Sand, Gravel c° Gravel ' BORING Rock or Sand -6' 4 '5 Z 3 #¢ ¢ J 6 7 fv3 It a Boulder l Refusal _ c ., � C l ` Coarse �Il, .' �B C/ Pipe 25 30E Sand Coarse 4° Sand Grave l E s WA MP .. , �. ?, €t°��3 ✓ 4_, D• :. Boulders 1(,, BO 3 �o v Gravel 3 j� RING . a Baatders t f1 U v # 3 �'� , •' �P� y „ 21 £oars'e --Or Sandv� 4 f Gravel6' 46 2�i! 30 W 0 0 D S y� i t ��o _ r q -- f' / ' Q e a Class C Concrete Boulders 1` v y �..� �OG� / /� 9ne�.o,. �Q � Ewa Eradle To ` . F / ./_ j., I Poured 'After % q Pipe as Been 1 \ !� ; ` j ` lr •` y , !l /�� J -' /` /, f , r f j, /' �,� /% ,ti ��Y.✓ n v 0 •? 0.' ® 2 .l l/ L ai" oi`nfe L / •� ! - % �,/ r `,'� ` /,< / i' - o f . / / �,.. r„ rr r ♦ „r „rr , „�, eat y 33 k xo ORI G o� 7 Y z f , f / t' l / s / / <. / / sr. ; ' / ' °3 class o Con 1 V7' / / / v r % {; r / o ,7k. 3 /4oc. Q crate / , _ IOW) Pile To ,Dim. �l _ S -g S6 %Top P x �/ / / r- 20 // f dl; f i 1 i r. g f f oom if / / / / / / 1 , 3t r s ' / i / ;' / Btt _ § / / .�` �' /�!n -� N ' ,' / r ,,'>° / r te /' c �„r c ` N j i. j /J caseme w,< 1 EXISTING M. M,.fOf - . } i2 / . / r i Eo `` a,' Scale 2 in. to ifF a• ' � I t r : )Manholle- Esting MH. X 74 2 Proposed M.H. -- !-- - - - - -- - - - 1 — fit/ � 24 >CI. P ipe: . � Existing Ira . me &Cauer� WOOD5 r l¢„ /l I� S Wsi M P 4 (o Brick Dome and � ' T o • am n o ' o ; o p ' a 16 CIas3 A 1' .,Cobnecfion, r I m 3 Undisturbed Ground • °. o o •�;� p ,y Concrete ° .. ( t Cut haft- rR Wall an 71 � 7 / [ / -'r . —t. D,t ,r„ .a, ) �' ,i1,v 3” See Deta brick in around p ipe. Piles �' '� s ' r PP a . �, a Scoop Ouf Spaced3 6 i 18.6 v Bottom of Trench 'l / n�6 � Exist gl6" ° C,I. NtH. Class A ClossbAConcrefe r w A e e: r Concrete hlasonr y ' Section B -B ` Steps o.. Cap: fi V. ` Supports For C.L'Pipe Sewer In Soft Ground /� eL 8" ' 11 i I Inv. h7.179. a Pro ew e 24" LEXINGTON, MASS I aIr i I Inlet Channel PO be C. I, Pipe C.I. Sewer f r farmed in exlstmq M.N. p 12 n v 12" �r ,` invt-t layer; to be a, a NORTH LEXINGTON SEWERAGE SYSTEM / J Vi rebuilt as required. / r Class C Concrete a. a ap r fo 1 r entire, width P v — ~ ' ✓/ A ll, l �'. of french. a'. d a ° y Q . . . d b Sheefina to be Inv. ff.170. Indicates area auarlable to Contractor left in place 6 "1Wh7imuin L A N PRO for construcfionpurposes, Li li " SOUTHERN SECTION ��� �_-- ,8r;d e �, Detains Of Connection 9 To Existing Sewer _ , , sca -1n. o STA. 0 +00 TO S7_ I r 8+00 ' ie4 } ift. __ Dirt Road - - --- - _ _ r H OR. 40, FT TO I 1 N. -- Brr d9e i Note1 No uarontee is q ivenas�o the com leteness SCALE OCT. 1938 9 A VEIL. 4 FT.TOIIN. ; or occurac of rnformafion " liven on 4hos drow7n 1 i } - 9 i3933 ' " Drawn b S. A.P✓,'C.INR. H.C.T. _ re ordin round surr ce e -- Y - , 9 9 9 a p conduits or METCALF 6' EDDY flier under n structures ores or regard! " c o K W o u d round s uc n N - ... - Y , 2 Jan 23,!940 SA.W. A - 7 7 , 4, R£VtSED FOR RECORD PLAN R ;. _ _ f on o her sfm struc ores ` trees or ot her a ENGINEERS A pproved b t� Y 9 54.3 ;, A - .: PP ! - Nou. Z 1 8. H.0 T X.. W MINOR CHANGES AND. ABIJITIO - •Ili �r'� conditions NS BOSTON � MASS. - - evrsron Made b Checked 'b Descr; Lion f h fi v._,.. S ee _ i of 1 S hee��