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HomeMy WebLinkAboutRW-449D1 i i 1 i I x 3 47 Au 2 4 / ♦_� p r°Ji� Il fl /� iJ0 Yg •1 YLa' b� _ -9'" y•-� p� p f m _ amnry � /�� otiyp YL 4 � ..� b b � co ..x 1,' X � N / / � Y9 •t m Ji h p � 1 NfF ROBERT H. & CYNTHIA P. GROSSMAN o0000O , rb o`. mlgyl °x 10`:�, W mN tit IN, ry�1S /0r O1ZZZZx rn_m�Il ° /iG o zo ',1' 1M1 inQ�i N� �I b ii_ - -O 'S �m� l 9 -. j5 �WNO / �»»> G0� � •� it h.B 1111 00� q 0� G° cf` "� jJ U M1� " `O 1 M1e 3 ^ N N �Qy � Z Z Z Z Z Mi[) j ♦p � 1��(`�(t '(�}}� _ • N w 171��11 // h0 X17 yb _ OOH' 11. �/ V tpd II ry p 8 �• -�G° UZ 11,.0`/ �. .� yy �. t.:: Z !H� SILT o ? o / / 119. °"_° II ,� •. `° 11 ,� ll. ' `C • �a Y FENCE PROP. SAWCUT R (TYP) =PATCH z III PROP. THRUST PAVEMENT. TO II t. n o ° ryp"� RESET &1ST. ` y z _ i °'. _ :A� 't' ^' o `°L \ - %Pt t1 �� ..i ° \ BLOCK KEIDED - MATCH EXIST. ry ; 11 52 "RC? d -� � z'ti q, xM1�� x I I HYDRAN( 11 'g z' � w o � // M1 F �^ ( 9 ^). EEJ DELUL I I•' S rn ^ 1 1 .y1 185.3 41° PROP. 8 - ti o!' i I 1 APPROX. LOCATION CLASS 52 PROP. 2Q' WIDE / �1 e yo 1� °' 1 ',A / ; ^3 / / Q°� �\ h �I '+j' V ,2,��k ' O 6,�h ,y rt1 3 � � a \ K ? .x M1 \ �_ �x 1'\ 0 � e .\ _ �°1 ��D= :L C.L-•P_. ._W` , A TE}t xry1�. N w ( N -\/ ' 11I . I I ,..^ ` "� o { ('h 1 � I � ° I . .. i i I ' 1 1 1 I 4 ! 1 1 �� I I N Iyo d 1 0,^° -I o I I r I N EXM1O 15 T. WATER TME E WATER jJNE PIT (TO: E FIELD" VERIFIED ) EASEMENT °4 o SILT z -N2 +00 N59'54'41 FENCE // 6 I xk '1X1dp 8" x 8" 1 TAPPING & 4 1 Oh 0G b 1 Y o • Si \ f 1 " 5'1'.00 11 l i .r. O ii �„ � Ot W �t� F -•- a¢ m ♦. ,t p t PSAWCI ^ ,.' R =75:00' 14° ' \aw m m S59- 54'4 -j w 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 • . \ t 11 15 ^, ^� MATGN EXIST. '' e 1� 2 ` `.% BE i 1�;� P. ` •1.1iI ( ^ 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 _ y0 M1 °' 1 �j , ry' A I 20.07' N N CONNECT J. ^7 ^ ry7 // / 1 • S 9 1� I N , { % / / I WATER \�O �1'9ry / CIS 52:: wll ��~ LINE x15T. p�4t ®. ',. 8Q t O:WO N FAUI dC LINDA ,Y D.I.C.L.P. WATER I mw �, 9°j p N b .., W \ 5 5 ° 1' M1' I i I I I I I I N y <� O m 1 o i s \ .Y'S 0 ^ ' I BITT RE / �py'i ry0 69 0' 100 ; A � 96 K 3 \ t` // � . o � N °. �±.... Y1 / x11 I I I I 1 .i Ixti -� ' ri •D 1 ,m Z 11 I �'I_' _ -" � i � 9'6 � e Y' i' \ • � i EXISTING SERVICE TO I t b, - -1� I G e � BARRYMEAD DRIVE C9 ti O b v 1- C4 TO REMAIN .x{ .:y °n Y I ' O� a - PLAN Z 1) TOPOGRAPHIC INFORMATION AS. SHOWN WAS TAKEN FROM LE: 1 " =3O 235•V 0f� A SURVEY BY MHF DESIGN CONSULTANTS. 2) ARE STANDARD MASS. GEODETIC -O DISK IN THE . �. EXIST. 8" 3EWER WALK AT THE NW CORNER OF THE RTE. 2A BRIDGE OVER INV 0 CROSSING = 227.97 RTE. 128. ELEVATION-213.57 ( TO BE F VERIFIED) LD I Z /� 3 ANY UTILIT'(.tFlELD ADJt1STME1ITS SHALL BE APPROVED BY SEE NOTE %/10. _._ -.' 230.0 ) THE ENGINEER PRIOR TO INSSALLATKXI. 4) LrCAT" OF UNDERGROUND UTILITIES ARE kI FrRIDXAMTE:: - - ON�i. CONTRACTOR TO VERIFY EXACT t.OG._00.4 PRIOR TO !- ( CONSTRUCTION. CONTRACTOR TO WA',FY ENGINEER OF ANY EXISTING GRADE ! - DISCREPANCIES. \ I I nn 5) ALL PROPOSED GRADES:: AS SHOWN ARE BOTTOM OF CURB TAPPING VALVE _ -� 225.0 UNLESS OTHERWISE NOTED. SLEEVE _.__...___ - -__ -- __ -. _ ; _ _ _._ ___.- ..__._ -. _- ---------- .___. -_._ _ ___.__._.____ -___ - -- _._ ____ _ _ -- -__ -._ _ ------ _ ---- __ - - -._ _ - - --- - -__._ - z s) tXk4TRAGTOR -TO COORDINATE WITH unuTY COMPANIES ILI "t•.Ao"w-. imlm/ mwmrr` wz Awn Inuum?, gCA1MAK11KP7J'C CnR i ZNW i ( \ F \ I WMMCIV(,C.MGYI VF IKCI'4.YIIFW. Vl O 9) TRAFFIC COtRRCLS TO BE COORDINXi= WITH MASS. HOMAY AND THE TOWN OF LEXINGTON. 10) ,? , THE CONTRACTOR SHALL FIELD VERIFY THE EXISrM DEPTH 2115.0 \ \ - _ . ---- ( 215.0 - OF THE SEWER MAIN. IN BIRCH HILL LANE. A ,:MINIMUM __- _.. ._-- -.-- -_ - -_.. .. __-.___..._ -- --- --- ----- --- --- ----- _... --- -- --_ -- -- --- --- -_. - -- ----- . - -_... -- -.__ __... --- - -. .___. -_ -___ __.._ -- -- - --- -. - - -- __ - --._ _ -- -- -t------ - -._ -- -- .- _ - - -- -- -- -...--- - --- _ -.- -- -___._ ._.. --- -- --- - - ---. __- -- -- -- - - - - -_- c VERTICAL SEPARAB NI OF 16" IS REOIARED BErw=FN THE WATER AND SEWER LINES. IF THIS SEPARATION IS NOT IN CLASS ENCASED CONCRETE FOR A DISTANCE 10 ON 1 1XISTWAY EITHER SIU'? OF THE CROSSING. 210.0 (OFF -RAMP) -- - -- - - - - - - - -- - - - - - -- -- - -- ._.._ 210.0 205.0 PROP: - I 205.0 I GATT EXIST. 24" RCP VAD.� 1 DRAIN INV =201.0 - OF { r� n 200.0. \ _._ - -- �'{� � - --- --- - - -- -. - 200.0 - � FRANK G �L vi TEI A 3 i \ RESET EXIST. nd pr 9 ;Qv HYD. EXIST. 4" WATER LINE \ 1 9.5.0 195.0 _ _ _ _ __ -- -_ _ PROP. „z, GATE VALVE 3 190.0 - - - - - - - _ _ - - - - -- -- - _ _ 190.0 ._.. EXIST. 2" ± 2 LABELS FC.M, 5/03102 I GAS LINE - -- - - (INV To BE ( 1 MISC. PER TOWN _ FGM. 4/29fD2 FIELD VERIFIED) NO. DESCRIPTION ' S`i DATE t SPAT 6 "1FIRE EXIST. 5" 1 85.0 O REVISIONS 185.0 - --- ____-I-- -- -- ----- -- -- -- ---__.._ �---._.-_--... __�__.- --- -- -- -- --- 4';DOMESTK:_ ..DRAIN- -- - - -- _ EWER 1 _ ' ....INV =187 ±. 1CLAY � 6 INV =188.0± PROPOSED WATER LINE PLAN jPRC�'ILE IX *I""' 194 357 NORTHBOUND REST AREA 180.0 I I ( ? ROUTE 128 } I ou.0 LEXINGTON, MASSACHUSETTS PREPARED FOR: N O N N o N O MCDONALDS CORPORATION 890 CANTON STREET p IN N N Fq WESTWOOD, MASSACHUSETTS 02090 r ^ .- O O pt p> - N N N N 'N N- O - O O O O O O - O n O O U O 6 - �® �� _V � �® 0 to 0 In 0 0 0 In 0 In 0 In 0 K) i 103 St Iles Road, Wo One Salem, ,NpT► Ham shim 03079 o- �� a .mew .m•w+a.e �"" ® .•. v '�""'� (603) 893 =0720 MH'F D ®si 'n Consulidnfis, Inc. ENGINEERS • PLANNERS • SURVEYORS _ SCALE: AS SHOWN DATES APRIL 9, 2002 1029 P 1 DRAWING NQ P} �+'I+', DRAWN BY: CHECKED BY: PROJECT NO. SHEET 40. SCALE: 1" =5' VERT. TJH FCM 1 Q2901. M�