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HomeMy WebLinkAboutSD-115-1NOISIAIG HYD. ;. �I 1 I65'_ t rB E,vCN 44Ak K WL - i $ - PK SEr IN 15 "MAPLE v To 1 �cev 246.55 - tr M5Lz0 P 254.5/ ; sa SURVEY BASELINE WA L TH ( 300 OFF EAST SIDELINE � 1 t - 1 BORiN6 2z o STREET — 31UMP I i W 4 e Sw 255.03 a ta,..xa.T i 3 RECCa� i>� II a92 PC STA. 424 So Ke �-t= ce.. - >•auec 60.13 a STA. Oi6g. PS _ A5• r,�e� , B,) = -EV G2 S. 4"j� / METER PIT � ,y�' �a.t,c c.zr•s , �d WITH M , INCLUDE Q I. r d woo0 i'� wwa -\ r� - u 18 ) � ems) 1 TURBINE METER _ ! � it 1j Fn�C � - �< W ^ S,T. CO>•1C R)al0 4 Y ) , E J (ROCKWELL OR EQUAL) No. 522 s- onw€ a T. SEE BELOW FOR w e < ..e rPa.. a l `t / e,` AND BACKFLOW VALVE AT -° PROFILE OF 8" o % m ' - r _, 2 a o f�ETER PROP. HYD. a GATE WATER MAIN pLj r L� O N _ _ 1 .'. o. . »a t �IF :�uoE acaao., r„n ` �V ___ ``� tiW THE (�� �� •1, �� ING. _ VP 42 e�e� �e �4 .PROVIDED BY 4'x10. BOX CULVERT '1 'Ns k `` f= g �� !c- w6� �. -P O�c ®�a>._ t - -.._ 41 / 3 TOWN OF - r 40 au. s`oP i, I i0 .L. h 1�n� -.._ Srn p LE� s, ca LEXING70N)! I 1 r g:1v oP1 lroc wt - - -0 .s e.o.: ,S _ v, _ o _ 9 ii {'ROB TEST PIT FOR. i CUG a ti l� >s CB° sZ'EC a 6 WG 3 J�-�H n0 +� 3 ic. ,ra) qz � � a'c) r .r gri6-- .-._._ .. _-- <. era, _ 16 W T ��' N B.t. C� J �ni - 8 n, ,Ni f a2i, ` '77, 2<s-- r -- < CB !i eb ® . Ong fjreQ , 10b'TEE d, ENCASE EXIST : x,. z s , _ -_ -- _ ! ._. s _ i'0 Orl! - �� Mf-i n'B i i,, ,at v aca� - aj 8 "GATE VA VE ( _ F ,E 3 ' /���. t0'C4131.- AT' , �0 Sir ��. , \. SEWER SERVICES - iio e8 �'.t. "i �` "Lm cad _ Q1 Z `f �E B c ✓°°- cy --�.t =\ IF NEEDED r� /B ,, .DMH ( Upo N ry n G W -.. _ - _yi �, _ si , _ -,n'-. _ =. -- - >. , .�, !f o c a.. -"(0 'zBTEE�'k - L_ �Jo q „ a'CEE 8 _ _ - - -. - `� ¢,.E�- - - - - -. _ v.�`6 _ , -r�3: J f�t�C SE.W ,� -_._. 6!'oaK a 2� 0 - - - f 10 "PLUG To 95 r - 7F .. - -- - - _ EXIST E­ CB J ! r a.,s s..,, Poi, ?fr- - �.. a o I_ _ _ y �.m�o of 1 �Taee REMOVE I z'e �j 80 e,a... WS --- -- b° A"S�� .i tiw � � �E/.�5 LOO/ �°� Br:.,cH rnAO, a✓�' 1 _ x9 ( ` ''� &STACK w Y �.� �,. .n. � _-._C { S -nom- a . kpq -ren,. c.. <,..- > n __ ca`° va } -aee v WG „ �� -" S- 2 2 LT, u� '�- ^-._1 8 ; ` ®ate J S'REE' FA�e JF o , ;® S . >s, < _ PLU EXISTH S. K i ' 3' s IL- �aR� � �^^� °:"" sa � � �Sewe�ed) .. G _ .,e Bo,.- � EXIST. HYD. T_ 12X1aeROSS A kF PROM YA MH , ¢z ®" ° �- , _.�., 2�� NT WATER MAIN .�. z �p- -T 'J4 D _ r I � Ze ' S� T M G' L 2�G¢ 7 1� .3/2 -.. PROVIDED BY d �) • 2p^ ' i o < M PROP HYD- & GATE � � ` � } r ROPOSED 10 CLDI 6 Yd� T $.� :...t _: .- N E ICE ( 4 w yR "�` u I eeaa 1� ,tea �-' J OM:N. Q E 5Z� wER sERV TOWN OF V .»< -2 L G, v - ,V.(Wb Ria "�1 ���� w�� �RL1,�N S IF H-DED N LEXINGTON�`� O PROP. HYD. &GATE 'I m {8 GiV 80X ,( 0�' , a� (PROVIDED BY TOWN ' '9 ?9 .33 A9 O,F �, � �OXB ITEE LEXINGTON) \ 10 X 6 TEE W /CAP 0 I � OF (t , '�� �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 oW'' rs. z3 s f „ t t. euM 5,j 1� + Nse '� 952 - J 12° WATER � >x� Z A�. � _ :-iGNi I\ BOXES 1 I t G.8- 5. oa n I f f� Po O 2 1 T >>� S /1/ _ EXIST. TO BE AB AND. �S - /// GP / V Q Hse #945 255 G�3 TIE TO EX ST. MAIN ��Ofl��P 24 a CAP ABAND. (0 2, g (� o { 2 ✓� y�i - 25355 EXIST. MAIN F2(0) 5 U t a !+ _ ! zi z Ct,-5 Tea Nse95� SCALE: / -4Q CAS 5 o �m coN oN Fo¢=y�q. 250 WALTHAM STREET PC d pYl:R TANKS n1o��µE:Nt �! �1 I o r 2490 220 220 v f In, �� : _ Q TEL. 4'x 10' It d• p 11 l BOX CULVERT 2 Y w tr r. :�}• Q (APPROX) BASE °a EL. 219.® _ 10 °CLDI DRAIN E2=215.6 - °� I2 RCP � WATER ELx276.3'_' �Y27 - .j (/�lMDC WATER .4'5p/7 !f1�i177� i V EL.- 214.9+ r I I /ob Z4(2 5 As�7 Pvm� 0 ia. I �. _ �O/77{7 /"OM SOr70/ I J,/77/, F -. fO�.S Ol2d4ri-I �-8 °GATE VALVE a 4{ yTOV� -// /e s I gTav, / /fife s /lf f !se '*979 EL - 21s L.iQ 1 240 - ` m I d ew cabb /es b /drs. _ $ i-e0/ cobbles'i bfrlrs 1 x� j ( I L_ r - zxrst moo' Wofr i s �9 rt S /il= 210 210 ( A DiT Df24VE . f >r 240,33 a A 4 F, t0 CLD.I: WATER DSO B Pvc 1 '7 SEWER - - o EL. 209.3 ? 2 8 "P1/CEdv L?°uo 75 - se 983 .. n i �_ ©ate 8 „F00 sEyvEe PROFILE of WATER MAIN N �_ -ooh � �I o j �” f �� SCALE= HOR. 1 ° =40' VERT. I "= 4' �1 BAs h Pvmt X55 a v {t� c> C' � iS. r' In VJ L6 '� `�� +rte A-1/ As ph _ ?I t � t�'�RiEN & SONS inc. �� _ _ al�lZ/es s z? dry. I i� /AlS1r�E GENERAL CONTRACTORS �" Svc SE�,�,� _1 oeoP iivcT o o �� — /� 5 FERN ST., WALTHAM, MASS. 02154 -9129 617- 894 -2145 v '� -- 55 O jyaf� dilOir7 ! � lq � � t� ✓ef orgon /c st /f i, lv ��ace oot mofie II PLAN AND PROFILE WefFtoG-. FOR 210 ��9 /�t,e s117` Tea✓ cabb /es - j -' 200' IN LEXINGTON, MASS, ta(� < (MIDDLESEX COUNTY) CIVIL NOTE 1 NOTE 2 NOTE S %557 PREPARED FOR �}°OA� -V E ®�S LIFE CARE, INC 9fi ROWILE ALL UNDERGROUND UTILITIES SHOWN WERE COMPILED ACCORDING TO AVAILABLE REFERENCE BASE PLAN FROM 1 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 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 GNINGNEXCAVAT �L LOCATIONS MUST BE DET;7RMINED 1N ' HE TOWN OF LEXINGTON, MASS - ENGINEERING AUG. 19,1988 1- -7-D -85 l/EeT !" _!�' G, BLASTING, INSTALLING, BACKFILLiNG, TRADING, DEPARTMENT DATED FEB 1, 1982 NOTE 5 THE BSC GROUP - BEDFORD INC. PAVEMENT RESTORATION OR REPAIRING, ALL UTILITY COMPANIES, PUBLIC AND (AS BUILT 2- 15 -85). EXISTING WATER SERVICES FROM 6 MAIN TO BE RELOCATED 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 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 18 NORTH ROAD BEDFORD, MASS.. � TIO�L OR SERVICES TO 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. SEP r 1 1 INACCURATELY SHOWN. BEFORE PLANNING FUTURE CONNECTIONS, HE APPROPRIATE CONDUIT BASED UPON LAYOUT BY TOWN AND B.E.CO. . PUBLIC UTILITY ENGINEcRING DEPARTMENT MIST BE CONSULTED. HOWEVER REFER TO NOTE 1. T ITT 0, JOB NO. 7.2434. 20 DWG. NQ 1499.08