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<br />CYNTHIA P. GROSSMAN
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<br />^ 1 1 .y1 185.3 41° PROP. 8 - ti o!' i I 1 APPROX. LOCATION
<br />CLASS 52 PROP. 2Q' WIDE
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<br />WATER jJNE PIT (TO: E FIELD"
<br />VERIFIED ) EASEMENT °4 o SILT
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<br />1'' 10 O W �// b PAVEMENT TO ,h" 1? �" L= 85.00' / \ ,.5��.. JN 4 ° E - ' I I I { I `lo ( I { I I x^'' �1'' I I I ' - II 1 L4�6` ��` . c • . \
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<br />^ I °h. \ °^ , °' 1'y� ° 1 y i' \ ; �• 1 I N25.09'12`.E o ::M VALVE / Iggqry xyy'N ve`' 1I C(X,iNECT To
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<br />CONNECT J.
<br />^7 ^ ry7 // / 1 • S 9 1� I N , { % / / I
<br />WATER
<br />\�O �1'9ry / CIS 52:: wll ��~
<br />LINE x15T. p�4t ®. ',. 8Q t O:WO
<br />N FAUI dC LINDA ,Y D.I.C.L.P. WATER I mw �, 9°j p N b .., W
<br />\ 5 5 ° 1' M1' I i I I I I I I N y <� O m 1 o i s \
<br />.Y'S 0 ^ ' I BITT RE / �py'i ry0 69 0' 100 ; A � 96 K 3 \ t` // � . o � N °. �±....
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<br />I �'I_' _ -" � i � 9'6 � e Y' i' \ • � i
<br />EXISTING SERVICE TO I t b, - -1� I G e
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<br />BARRYMEAD DRIVE C9 ti O b v 1- C4
<br />TO REMAIN .x{ .:y °n Y I ' O� a -
<br />PLAN
<br />Z 1) TOPOGRAPHIC INFORMATION AS. SHOWN WAS TAKEN FROM
<br />LE: 1 " =3O 235•V 0f� A SURVEY BY MHF DESIGN CONSULTANTS.
<br />2) ARE STANDARD MASS. GEODETIC -O DISK IN THE . �.
<br />EXIST. 8" 3EWER WALK AT THE NW CORNER OF THE RTE. 2A BRIDGE OVER
<br />INV 0 CROSSING = 227.97
<br />RTE. 128. ELEVATION-213.57
<br />( TO BE F VERIFIED)
<br />LD
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<br />Z /� 3 ANY UTILIT'(.tFlELD ADJt1STME1ITS SHALL BE APPROVED BY
<br />SEE NOTE %/10. _._ -.' 230.0 ) THE ENGINEER PRIOR TO INSSALLATKXI.
<br />4) LrCAT" OF UNDERGROUND UTILITIES ARE kI FrRIDXAMTE::
<br />- - ON�i. CONTRACTOR TO VERIFY EXACT t.OG._00.4 PRIOR TO
<br />!- ( CONSTRUCTION. CONTRACTOR TO WA',FY ENGINEER OF ANY
<br />EXISTING GRADE ! - DISCREPANCIES.
<br />\ I I nn 5) ALL PROPOSED GRADES:: AS SHOWN ARE BOTTOM OF CURB
<br />TAPPING VALVE _ -� 225.0 UNLESS OTHERWISE NOTED.
<br />SLEEVE _.__...___ - -__ -- __ -. _ ; _ _ _._ ___.- ..__._ -. _- ---------- .___. -_._ _ ___.__._.____ -___ - -- _._ ____ _ _ -- -__ -._ _ ------
<br />_ ---- __ - - -._ _ - - --- - -__._ -
<br />z s) tXk4TRAGTOR -TO COORDINATE WITH unuTY COMPANIES
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<br />ZNW i ( \ F \ I WMMCIV(,C.MGYI VF IKCI'4.YIIFW.
<br />Vl O 9) TRAFFIC COtRRCLS TO BE COORDINXi= WITH MASS. HOMAY
<br />AND THE TOWN OF LEXINGTON.
<br />10)
<br />,? , THE CONTRACTOR SHALL FIELD VERIFY THE EXISrM DEPTH
<br />2115.0 \ \ - _ . ---- ( 215.0 - OF THE SEWER MAIN. IN BIRCH HILL LANE. A ,:MINIMUM
<br />__- _.. ._-- -.-- -_ - -_.. .. __-.___..._ -- --- --- ----- --- --- ----- _... --- -- --_ -- -- --- --- -_. - -- ----- . - -_... -- -.__ __... --- - -. .___. -_ -___ __.._ -- -- - --- -. - - -- __ - --._ _ -- -- -t------ - -._ -- -- .- _ - - -- -- -- -...--- - --- _ -.- -- -___._ ._.. --- -- --- - - ---. __- -- -- -- - - - - -_- c
<br />VERTICAL SEPARAB NI OF 16" IS REOIARED BErw=FN THE
<br />WATER AND SEWER LINES. IF THIS SEPARATION IS NOT
<br />IN CLASS ENCASED
<br />CONCRETE FOR A DISTANCE 10 ON
<br />1 1XISTWAY EITHER SIU'? OF THE CROSSING.
<br />210.0 (OFF -RAMP) -- - -- - - - - - - - -- - - - - - -- -- - -- ._.._ 210.0
<br />205.0 PROP: - I 205.0
<br />I
<br />GATT EXIST. 24" RCP
<br />VAD.� 1 DRAIN INV =201.0 -
<br />OF
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<br />200.0. \ _._ - -- �'{� � - --- --- - - -- -. - 200.0 - � FRANK G �L
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<br />3 i \ RESET EXIST. nd pr 9 ;Qv
<br />HYD.
<br />EXIST. 4"
<br />WATER LINE \ 1 9.5.0
<br />195.0 _ _ _ _ __ -- -_ _
<br />PROP. „z,
<br />GATE
<br />VALVE
<br />3 190.0 - - - - - - - _ _ - - - - -- -- - _ _ 190.0 ._..
<br />EXIST. 2" ± 2 LABELS FC.M, 5/03102
<br />I GAS LINE - -- - -
<br />(INV To BE ( 1 MISC. PER TOWN _ FGM. 4/29fD2
<br />FIELD VERIFIED) NO. DESCRIPTION ' S`i DATE
<br />t
<br />SPAT
<br />6 "1FIRE EXIST. 5" 1 85.0
<br />O REVISIONS
<br />185.0 - --- ____-I-- -- -- ----- -- -- -- ---__.._ �---._.-_--... __�__.- --- -- -- -- --- 4';DOMESTK:_ ..DRAIN- -- - - -- _
<br />EWER 1 _ ' ....INV =187 ±. 1CLAY � 6
<br />INV =188.0± PROPOSED WATER LINE PLAN jPRC�'ILE
<br />IX *I""' 194 357 NORTHBOUND REST AREA
<br />180.0 I I ( ? ROUTE 128
<br />} I ou.0 LEXINGTON, MASSACHUSETTS
<br />PREPARED FOR:
<br />N O N N o N O MCDONALDS CORPORATION
<br />890 CANTON STREET
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<br />IN N N Fq WESTWOOD, MASSACHUSETTS 02090
<br />r ^ .- O O pt p> - N N N N 'N N-
<br />O - O O O O O O - O n O O U O 6 - �® �� _V � �®
<br />0 to 0 In 0 0 0 In 0 In 0 In 0 K) i 103 St Iles Road, Wo One
<br />Salem, ,NpT► Ham shim 03079
<br />o- �� a .mew .m•w+a.e
<br />�"" ® .•. v '�""'� (603) 893 =0720
<br />MH'F D ®si 'n Consulidnfis, Inc. ENGINEERS • PLANNERS • SURVEYORS
<br />_ SCALE: AS SHOWN DATES APRIL 9, 2002
<br />1029 P 1
<br />DRAWING NQ
<br />P} �+'I+', DRAWN BY: CHECKED BY: PROJECT NO. SHEET 40.
<br />SCALE: 1" =5' VERT. TJH FCM 1 Q2901.
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