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<br />No. 522 s- onw€ a T. SEE BELOW FOR
<br />w e < ..e rPa.. a l `t / e,` AND BACKFLOW VALVE AT -°
<br />PROFILE OF 8"
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<br />% m ' - r _, 2 a o f�ETER PROP. HYD. a GATE WATER MAIN
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<br />L� O N _ _ 1 .'. o. . »a t �IF :�uoE acaao., r„n ` �V ___
<br />``� tiW THE (�� �� •1, �� ING. _ VP 42 e�e� �e �4 .PROVIDED BY 4'x10. BOX CULVERT
<br />'1 'Ns k `` f= g �� !c- w6� �. -P O�c ®�a>._ t - -.._ 41 / 3 TOWN OF -
<br />r 40 au. s`oP
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<br />I 1 r g:1v oP1 lroc wt - - -0 .s e.o.: ,S _ v, _ o _ 9 ii {'ROB TEST PIT FOR.
<br />i CUG a ti l� >s CB° sZ'EC
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<br />!i eb ® . Ong fjreQ , 10b'TEE d, ENCASE EXIST : x,. z s , _ -_ -- _ ! ._. s _
<br />i'0 Orl! - �� Mf-i n'B i i,, ,at v aca� - aj 8 "GATE VA VE
<br />( _ F ,E 3 ' /���. t0'C4131.- AT' , �0 Sir ��. , \. SEWER SERVICES - iio e8 �'.t. "i �` "Lm cad _ Q1
<br />Z `f �E B c ✓°°- cy --�.t =\ IF NEEDED r� /B ,, .DMH
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<br />G _ .,e Bo,.- � EXIST. HYD.
<br />T_ 12X1aeROSS A kF PROM YA MH , ¢z ®" ° �- , _.�., 2�� NT WATER MAIN .�. z
<br />�p- -T 'J4 D _ r I � Ze ' S� T M G' L 2�G¢ 7
<br />1� .3/2 -.. PROVIDED BY d �) • 2p^ ' i o < M
<br />PROP HYD- & GATE � � ` � } r
<br />ROPOSED 10 CLDI 6
<br />Yd� T $.� :...t _: .- N E ICE ( 4 w yR "�`
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<br />OM:N. Q E 5Z� wER sERV TOWN OF V .»< -2 L
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<br />- ,V.(Wb Ria "�1 ���� w�� �RL1,�N S IF H-DED N LEXINGTON�`� O PROP. HYD. &GATE 'I m {8 GiV 80X ,(
<br />0�' , a�
<br />(PROVIDED BY TOWN ' '9 ?9 .33 A9 O,F �, � �OXB ITEE
<br />LEXINGTON) \ 10 X 6 TEE W /CAP
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<br />'�� �ti UTaPLU NJG 0 ,r„ lti u� So,� i.,., I co.,c�o u11 \�' F �2c"IfZQS 2-10" " "ed wt aaa -- G/V 8 EXIST. 6 MAIN
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<br />5,j 1� + Nse '� 952
<br />- J 12° WATER � >x� Z A�. � _ :-iGNi I\ BOXES
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<br />G.8- 5. oa n I f f� Po O 2 1 T >>� S /1/ _ EXIST. TO BE AB AND.
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<br />GP / V Q Hse #945 255 G�3 TIE TO EX ST. MAIN ��Ofl��P
<br />24 a CAP ABAND. (0
<br />2, g (� o { 2 ✓� y�i - 25355 EXIST. MAIN F2(0)
<br />5 U t a !+ _ !
<br />zi z Ct,-5 Tea Nse95� SCALE: / -4Q CAS
<br />5
<br />o �m coN oN Fo¢=y�q. 250 WALTHAM STREET PC
<br />d pYl:R TANKS n1o��µE:Nt �! �1
<br />I o r 2490 220 220
<br />v f In, �� : _ Q TEL. 4'x 10'
<br />It d• p 11 l BOX CULVERT
<br />2 Y w tr r. :�}• Q (APPROX) BASE
<br />°a EL. 219.®
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<br />10 °CLDI DRAIN E2=215.6 - °�
<br />I2 RCP �
<br />WATER ELx276.3'_'
<br />�Y27 - .j (/�lMDC WATER
<br />.4'5p/7 !f1�i177� i V EL.- 214.9+
<br />r I I /ob Z4(2 5 As�7 Pvm�
<br />0 ia. I �. _ �O/77{7 /"OM SOr70/ I J,/77/, F -. fO�.S Ol2d4ri-I �-8 °GATE VALVE
<br />a 4{ yTOV� -// /e s I gTav, / /fife s /lf f !se '*979 EL - 21s
<br />L.iQ 1 240 - `
<br />m I d ew cabb /es b /drs. _ $ i-e0/ cobbles'i bfrlrs 1 x�
<br />j ( I L_ r - zxrst moo' Wofr i s �9 rt S /il= 210 210
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<br />DiT Df24VE . f >r 240,33 a
<br />A 4 F, t0 CLD.I: WATER DSO B Pvc
<br />1 '7 SEWER
<br />- - o EL. 209.3 ?
<br />2 8 "P1/CEdv L?°uo 75
<br />- se 983
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<br />i �_ ©ate 8 „F00 sEyvEe PROFILE of WATER MAIN
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<br />j �” f �� SCALE= HOR. 1 ° =40'
<br />VERT. I "= 4'
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<br />t�'�RiEN & SONS inc.
<br />�� _ _ al�lZ/es s z? dry. I i� /AlS1r�E
<br />GENERAL CONTRACTORS �" Svc SE�,�,� _1 oeoP iivcT
<br />o o �� — /�
<br />5 FERN ST., WALTHAM, MASS. 02154 -9129 617- 894 -2145 v '� -- 55 O jyaf� dilOir7
<br />! � lq � � t� ✓ef orgon /c st /f
<br />i, lv ��ace oot mofie
<br />II
<br />PLAN AND PROFILE
<br />WefFtoG-.
<br />FOR 210 ��9 /�t,e s117` Tea✓ cabb /es
<br />- j -' 200'
<br />IN
<br />LEXINGTON, MASS, ta(� <
<br />(MIDDLESEX COUNTY) CIVIL NOTE 1 NOTE 2 NOTE S %557
<br />PREPARED FOR �}°OA� -V E ®�S LIFE CARE, INC 9fi
<br />ROWILE ALL UNDERGROUND UTILITIES SHOWN WERE COMPILED ACCORDING TO AVAILABLE REFERENCE BASE PLAN FROM 1
<br />P°` R "�`� `� RECORD PLANS FROM THE VARIOUS UTILITY COMPANIES AND PU {L(C AGtN� 1ES "SEWER CONSTUCTIO EXISTING 6 WATER MAIN TO REMAIN IN SERVICE UNTIL NEW 1011
<br />s an,,,„ 4 n N ,WALTHAM STREET; MAIN IS OPERATIONAL, TESTED AND APPROVED. �11 SCALE: AS NOTED ® ' I REV. JULY 24, 1988 ` Rl .SCALES �O� /�. 1'1=401 FIELD APPROXIMATE
<br />GNINGNEXCAVAT �L LOCATIONS MUST BE DET;7RMINED 1N ' HE TOWN OF LEXINGTON, MASS - ENGINEERING
<br />AUG. 19,1988 1- -7-D -85 l/EeT !" _!�' G, BLASTING, INSTALLING, BACKFILLiNG, TRADING, DEPARTMENT DATED FEB 1, 1982 NOTE 5
<br />THE BSC GROUP - BEDFORD INC. PAVEMENT RESTORATION OR REPAIRING, ALL UTILITY COMPANIES, PUBLIC AND
<br />(AS BUILT 2- 15 -85). EXISTING WATER SERVICES FROM 6 MAIN TO BE RELOCATED
<br />9-11-08 . - - PRIVATE. MUST BE CONTACTED INCLUDING THOSE IN CONTROL OF UTILITIES NOT TO NEW 10" MAIN. FOR SERVICES TO THE WEST, LIMIT OF 'WORK
<br />LAND SURVEYORS CIVIL ENGINEERS ;; SHOWN ON THIS PLAN. SEE CHAPTER 370, ACTS of 1963 MASS. WE ASSUMC NO NOTE 3 EXTENDS TO LIMIT OF TRENCH EXCAVATION. F
<br />18 NORTH ROAD BEDFORD, MASS.. � TIO�L OR SERVICES TO
<br />RESPONSIBILITY FOR DAMAGES INCURRED AS A RESULT OF UTILITIES OMITTED OR LOCATION OF WATER SERVICES AND ELECTRICAL THE EAST, REPLACE TO CURB STOP WHERE REQUIRED.
<br />SEP r 1 1 INACCURATELY SHOWN. BEFORE PLANNING FUTURE CONNECTIONS, HE APPROPRIATE CONDUIT BASED UPON LAYOUT BY TOWN AND B.E.CO. .
<br />PUBLIC UTILITY ENGINEcRING DEPARTMENT MIST BE CONSULTED. HOWEVER REFER TO NOTE 1.
<br />T ITT 0,
<br />JOB NO. 7.2434. 20 DWG. NQ 1499.08
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