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Home My WebLink AboutSD-460-6192 FO R- :. Z-ml �i 182 Uj Q W180 178 176 174 PV/ Station: 1 +18.23 0 +00 0 +50 1+00 PRIOR TO INSTALLA770N OF PROPOSED WATER MAIN, 7HE CONTRACTOR SHALL EXPOSE THE WAIER MAIN WTHIN EAST STREET TO DETERMINE 7HE ELEVA7ON OF THE EXIS77NO WATER MAIN AND CONTACT THE DESIGN ENGINEER TO DETERMINE IF CONFLICTS WITH 07HER U77LI71ES EXIST. D O E MERIDiAURT PLAN IS 9 STA 0 +00 TO STA Ot50 PV1 Jevation: 189.00 Station: LAND CO } ?8, U77LITY POLE WITH LIGHT 5 (MIN) LOT FI 8�'4 +98G.6 DEED 26635, PAGE 70* PD EXISTING 50' RIGHT -OF -WAY H.P. N.P. Elevation: 18875 16.7 s � (t SEE A101£ � PW Station :2 +53.81 -- ( PROPOSED ; ♦ ; 7 , - EAST STREET _. -_- -__ -- --- K= Vafae :72.- 5Yi------------ "TAPPING 5LE1 ' -� - - -- - PTEC PROPOSED TELEPHONE, ELEC7RIC, CABLE AND GATE VALVE 04 -- //VV= �! - 50.0' VC TYR DEED 32087, PAGE 498* SF L.P. Station:2t53.81 PROPOSED HYDRANT RCP REINFORCED CONCRE7E PIPE S CLDI CEMENT LINED DUC77LE IRON a = COMPILED WA7ER PROPOS>a. 9 L.P. Elevation: 186.54 STA 4+1072 13.2TL A OVERHEAD WIRES SUBSURFACE UNDERGROUND ELECTRIC e j to UNDERGROUND 7ELEPHONE K Value. 12.50 50.0' Vc INFILTRATION L TELEPHONE MANHOLE V STA O+43.43, 15.50'R o � A � PROPOSED CENTERLINE DRAIN MANHOLE m - - -- � ELECTRIC M ETER MWEQRARY BENCHMARK CHART: -- -'"�- '-2.00 4+40 - -- -�MN C _ .. l Sfll7 , _- GAS MAIN. DEPTH TO t - - -- - - Uu -- - - - - -- Q. 4 -- � -- Q Q. RAO�- 121 MARRETT ROAD N rn--- - -- -. -- - { BE FIELD VERIFIED SEE NOTEpO EXISTING CENTERLINE GRADE G N m m �U Q d - PLAN No. 723 OF 1949 * 2' 6 ., - PLAN No. 828 OF 1973 * SCALE.- l'--20' 2 00% - PLAN No. 1389 OF 1977 0 10 20 - -j' - - _ - -. - -- -- - - -- - - -- - - -- - - - - - - -- -.2.0 09, 5 tics 0 ti 4 Q. a 30 AT THE MIDDLESEX SOUTH i r i REGISTRY OF DEEDS. 86. LOT F Ott REWSIONS 2 10119119 NO CHANGES TO THIS SHEET ACC DWG. No. 5322DEF- PROFILE 1 rz PER PB MEMO (9114111) & TOWN ACC ENGINEERING MEMO (9120111) XREF.-5322DEFL -EPL - 4-F - -- -__ - -------- -- - - - -- - - - -- - -- - -- - O - -- -- - DATE DESCRIPTION BY O 12 "HDPE DRAIN i 2 - ° 3 - - - - - -- -- - - - - -- - - -- - -- - - -- 2 0HDPE DRAIN ` ,� - - -- - - - - -- -- TO PROPOSED SUBSURFACE 12 "HD E DRAIN &a pA'Op p lNfIL1RAT701 SYSTEM X200 MAIN i - -- - -- -- - �07 - - -- - -- - - - - - -- .TO PROPOSED SU SURFACE -os - CEO/ tfg7ER N - - - A ITV pgOPOSED - -- i ' CL ViNFIL7RA770N SYS M #100 -------- _...._- -._ .. . - - - -- j - -_ -- =1Nt�183- 45 - - - -- -- - -- - -- -� - - - -- ----- - - -- -- -- s - -- � CH40 ( SOR35TS�MA1N_. -_ ;PWQS 1 STC450' ;STA 0 +65.89 6: OR i PROPOSED 8,- PVC - - T + --T a - rn - o > � 1NV =183.7O(IN)` INV =18345(dUT O_ DR35) EWER MAIN _- PROPOSED EWER MAIN RUNS- -- - - w a? - -- - -- __ - - -i - -- " 8 �ROPOSED PVCTSdH4 - { - SUBSURFACE lNfl7t ]RATION SY57EM - -- - -- - - - - -- - - --- - -- '--- - - - - -- - --- Ji� STA 2 +62.24 1.60'R #200 ON WE OPPOSITE SID t- - - - - -- f Q j RIM= 186.6t� -- - - - - -- - - -- - -- - - - - f - -- - -- - - - -- -- -- -- -- - -- - INV 18260 IN i- INV= 182.35 OUT) - -_._� - - -- - -- - -- il� Lj CONNEC TO EXIS7INGSMH CB 1 &; PCB 2 I STA Oa�^1.98 -f0L TOR - - - - -- - } - - -� -- ' - Q INV- 17850 ti RIM =18 7 4. ; (NV= -183 9 ; ; 6 R PC8#4 STA 2,-53.48 101 INV =182.7 C) 0 a, LO rn b th cq O O Ln m tn N M M 00 r M Ln N c0 43 � � U) N N - N o d n n N N W ri 03 n 03 c6 00 00 �6 03 to 00 c6 t< (6 03 r< <6 00 �6 00 co (d (o n ct 00 00 0 h 0 ro 00 00 of n N 00 03 03 cc co 00 00 00 0 +00 0 +50 1+00 PRIOR TO INSTALLA770N OF PROPOSED WATER MAIN, 7HE CONTRACTOR SHALL EXPOSE THE WAIER MAIN WTHIN EAST STREET TO DETERMINE 7HE ELEVA7ON OF THE EXIS77NO WATER MAIN AND CONTACT THE DESIGN ENGINEER TO DETERMINE IF CONFLICTS WITH 07HER U77LI71ES EXIST. D O E MERIDiAURT PLAN IS 9 I i ti "- o LAND CO } ?8, U77LITY POLE WITH LIGHT 5 (MIN) LOT FI 8�'4 +98G.6 DEED 26635, PAGE 70* PD ilie i s � (t SEE A101£ � rf ' -- ( PROPOSED ; ♦ ; 7 , PROPOSED WA7ER SERVICE "TAPPING 5LE1 11 EAST WALNUT STREET, UNIT PTEC PROPOSED TELEPHONE, ELEC7RIC, CABLE AND GATE VALVE 04 MILFORD, MA 01757 78:50 I i ti "- o � } ?8, U77LITY POLE WITH LIGHT I 5 (MIN) LOT FI 8�'4 +98G.6 DEED 26635, PAGE 70* PD vv � s PROPOSED SEWER LINE PSS PBK NOMINEE TRUST PW PROPOSED WATER LINE -RESET I PWS PROPOSED WA7ER SERVICE \ 11 EAST WALNUT STREET, UNIT PTEC PROPOSED TELEPHONE, ELEC7RIC, CABLE 04 MILFORD, MA 01757 //VV= �! - o h TYR DEED 32087, PAGE 498* SF SQUARE FEET - RCP REINFORCED CONCRE7E PIPE S CLDI CEMENT LINED DUC77LE IRON a = COMPILED WA7ER PROPOS>a. 9 APPLICANT COMPILED SEWER DA 7E;- PT. 01 w"' as 1 +50 2 +00 2 +50 STA TION FT GRAPHIC SCALE SCALE 1`--20' (HORIZONTAL) 1`--2' (VERTICAL) FEET 20 0 10 20 40 80 METERS 0 5 10 20 30 Ii�uv LO'T B i LOT C i-rn�., .._-- BITUMINOUS Zf00 CON COMMON- DRIVEWAY ♦ -- EXISTING WELL TO BE-1 MANCE t _ \ 190 � LOCAL A S,TATt 1 �� !- -'� - r ' > RE A7TONS �ro in \\ \ i j -��d r :. ! ? :,Y � A -..-\ !, I416"�•_ CLERK OF 7HE TOWN OF LEXINGTON, MASSACHUSETTS HEREBY CER77FY THAT THE NOTICE OF APPROVAL OF THIS PLAN BY THE LEXINGTON PLANNING BOARD HAS BEEN RECEIVED AND RECORDED AT THE OFFICE AND NO M077CE OF APPEAL WAS RECEIVED DURING TWENTY DAYS NEXT AFTER SUCH RECEIPT AND RECORDING OF SAID NO RGE. FEET 2, g N Lw /f M TOWN CL &K DATE METERS 0 3 +00 3 +50 4 +00 PROPOSED COMMON DRIVE WITHIN PARCEL 1 SHALL BE REFERRED TO AS: KEELER FARM WAY (PRIVATE - 40' WIDE) f � , +'80 -4 ?86.0" 2 f 1 LOT D 2 +79.os " LOT E .8 191 :• 187 185 PROPOSED W47ER MAIN LOOPED TO EAST S7REET 183 4 +40 179 177 175 2 QS IS° ` PROPOSED Sc RECORD OWNERS: A� q SUBSURFACE CB #3 Ety INFILTRATION 71 EAST STREET - SYSTEM #200 KEELER REALTY TRUST PAUL R. KEELER t11, TRUSTEE PSMH LE�ENQ PROPOSED SEWER MANHOLE 4 .0 } ?8, U77LITY POLE WITH LIGHT I 5 (MIN) LOT FI 8�'4 +98G.6 DEED 26635, PAGE 70* PD vv 188.17 79 EAST SIREET.• PROPOSED SEWER LINE PSS PBK NOMINEE TRUST PW PROPOSED WATER LINE PAUL R. KEELER HI, TRUSTEE PWS PROPOSED WA7ER SERVICE \ 11 EAST WALNUT STREET, UNIT PTEC PROPOSED TELEPHONE, ELEC7RIC, CABLE 04 MILFORD, MA 01757 //VV= INVERT TYR DEED 32087, PAGE 498* SF SQUARE FEET - RCP REINFORCED CONCRE7E PIPE S CLDI CEMENT LINED DUC77LE IRON ,, - `h - - -- COMPILED WA7ER PROPOS>a. 9 APPLICANT COMPILED SEWER A OVERHEAD WIRES SUBSURFACE UNDERGROUND ELECTRIC UNDERGROUND 7ELEPHONE INFILTRATION L TELEPHONE MANHOLE V SEWER MANHOLE SHELDON CORP. DRAIN MANHOLE <, EG ELECTRIC M ETER MWEQRARY BENCHMARK CHART: 'C 4+40 3 121 MARRETT ROAD { `SLOT G �U Q d - PLAN No. 723 OF 1949 * GRAPHIC SCALE 6 ., - PLAN No. 828 OF 1973 * SCALE.- l'--20' y� - PLAN No. 1389 OF 1977 0 10 20 40 80 5 10 20 30 AT THE MIDDLESEX SOUTH i r REGISTRY OF DEEDS. PSMH LE�ENQ PROPOSED SEWER MANHOLE 4 11 EAST WALNUT 57REET, UNIT } ?8, U77LITY POLE WITH LIGHT O PCB MILFORD, MA 01757 8�'4 +98G.6 DEED 26635, PAGE 70* PD vv 188.17 79 EAST SIREET.• PROPOSED SEWER LINE PSS PBK NOMINEE TRUST PW PROPOSED WATER LINE PAUL R. KEELER HI, TRUSTEE PWS PROPOSED WA7ER SERVICE \ 11 EAST WALNUT STREET, UNIT PTEC PROPOSED TELEPHONE, ELEC7RIC, CABLE 04 MILFORD, MA 01757 //VV= INVERT TYR DEED 32087, PAGE 498* SF SQUARE FEET RCP REINFORCED CONCRE7E PIPE CLDI CEMENT LINED DUC77LE IRON - `h - - -- COMPILED WA7ER PROPOS>a. 9 APPLICANT COMPILED SEWER A OVERHEAD WIRES SUBSURFACE UNDERGROUND ELECTRIC UNDERGROUND 7ELEPHONE INFILTRATION L TELEPHONE MANHOLE SEWER MANHOLE SYS7EM J200 SHELDON CORP. DRAIN MANHOLE <, EG ELECTRIC M ETER MWEQRARY BENCHMARK CHART: 'C TODD CATALDO 3 121 MARRETT ROAD LEXINGTON, MA 02421 �U Q d - PLAN No. 723 OF 1949 * 4 6 ., - PLAN No. 828 OF 1973 * y� - PLAN No. 1389 OF 1977 CBS - LC PLAN 18397 -E *DENOTES DOCUMENTS RECORD AT THE MIDDLESEX SOUTH i r REGISTRY OF DEEDS. 86. LOT F REWSIONS 2 10119119 NO CHANGES TO THIS SHEET ACC DWG. No. 5322DEF- PROFILE 1 10/12111 PER PB MEMO (9114111) & TOWN ACC ENGINEERING MEMO (9120111) XREF.-5322DEFL -EPL XREF'5322 -REC NO. DATE DESCRIPTION BY PSMH LE�ENQ PROPOSED SEWER MANHOLE 4 D PWQS 8 PROPOSED W47ER QUALITY STRUCTURE U77LITY POLE WITH LIGHT O PCB PROPOSED CATCHBASIN O PH Y9 PROPOSED HYDRANT BITUMINOUS PD PROPOSED DRAIN LINE 188.17 PS PROPOSED SEWER LINE PSS PROPOSED SEWER SERVICE PW PROPOSED WATER LINE PWS PROPOSED WA7ER SERVICE PGS PROPOSED CAS SERVICE PTEC PROPOSED TELEPHONE, ELEC7RIC, CABLE 04 PROPOSED WATER GA 7E //VV= INVERT TYR TYPICAL SF SQUARE FEET RCP REINFORCED CONCRE7E PIPE CLDI CEMENT LINED DUC77LE IRON - `h - - -- COMPILED WA7ER - COMPILED SEWER - 4 -- OVERHEAD WIRES e UNDERGROUND ELECTRIC UNDERGROUND 7ELEPHONE GAS GA 7E L TELEPHONE MANHOLE SEWER MANHOLE �• DRAIN MANHOLE <, EG ELECTRIC M ETER MWEQRARY BENCHMARK CHART: 'C AIR COND1770NIIVG UNIT <J ROOF DRAIN 4 U77LITY POLE a U77LITY POLE WITH LIGHT WA7ER CA IF TERMINUS UNKNOWN i BITUMINOUS �t�C. CONCRETE T.B.M.# DESCRIPTON ELEVATON A SPIKE SET IN U77LITY 189.81 POLE #27112L, 20' A.G. HIGH POINT OF A STONE A BOUND W1 DRILL HOLE 188.17 C VITRIFIED CLA Y Ci CAST IRON (SEE NOTE 6) BOTTOM CEN7ER UnurY NOTES 1. EXIS77NG SEWER AND W47ER SERVICES FOR EXIS77NG DWELLING AT 71 EAST S7REET SHALL REMAIN. 2 EXIS77NG SEWER AND W47ER SERVICES FOR EXIS77NG DWELLING AT 79 EAST WE N S7REET SHALL BE ABANDONED. J. ALL PROPOSED SEWER PIPES THAT CROSS W4 7ER PIPES SHALL DO SO BELOW EXIS77NG AND PROPOSED WA7ER PIPES. SEWER PIPES SHALL ALSO BE ENCASED IN CONCRETE IN 7HESE AREAS 4. ALL PROPOSED SEWER MAINS SHALL BE 8" PVC SOR35. ALL PROPOSED SEWER SERVICES SHALL BE 6" PVC SDR35. 5. ALL PROPOSED W47ER SERVICES SHALL BE DESIGNED BY THE PROJECT MEP. 6. VERIFICATION OF INVERTS OF EXISTING U77LITY MAINS IN EAST STREET SHALL BE PROVIDED TO MAI PRIOR TO CONSTRUC77ON TO CONFIRM NO CONFLICTS WILL /�//�7EEXII�ST. NOTES: 1. 7HE TOPOGRAPHY, S17E DETAIL & SURFACE IMPROVEMENTS DEPiC7ED HEREON WAS OBTAINED FROM A PARTIAL FIELD INSTRUMENT SURVEY CONDU07ED IN JANUARY 2011 BY MERIDIAN ASSOCIATES INC. 2 THE SUBJECT PROPER77ES DEPICTED ARE LOCATED IN THE RO DISTRICT (ONE FAMILY DWELLING). 3. THE SUBJECT PROPER77ES ARE DEPIC7ED AS LOTS 6 & 7 ON TOWN OF LEXINGTON ASSESSORS MAP 62. 4. 7HE LOCATION OF ALL UNDERGROUND U77LI77ES SHOWN ARE APPROXIMATE AND ARE BASED UPON A PAR77AL FIELD SURVEY AND COMPILA77ON OF PLANS OF RECORD. MERIDIAN ASSOCIATES, INC. DOES NOT WARRANTY NOR GUARANTEE THE LOCA77ON OF ALL U77LI77ES DEPICTED OR NOT DEPICTED. THE CONTRACTOR, PRIOR TO COMMENCEMENT OF CONSTRUCTION, SHALL VERIFY 7HE LOCA77ON OF ALL U77LI77ES AND CONTACT DIG SAFE AT 1- 888 -344 -7233. 5. THIS PLAN DOES NOT SHOW ANY UNRECORDED OR UNWRITTEN EASEMENTS WHICH MAY EXIST. A REASONABLE AND DILIGENT ATTEMPT HAS BEEN MADE TO OBSERVE ANY APPARENT; VISIBLE USES OF THE LAND HOWEVER, THIS DOES NOT CONST/TU7E A GUARANTEE 7HAT NO SUCH EASEMENTS EXIST. 6. HIGH POINT OF 'A STONE BOUND WTH DRILL HOLE FOUND 0.2 B.G. ELEVATION 187.55 AS DERIVED FROM A PLAN EN777LED "RECORD SEWER 3122/74" FOR EAST S7REET ON FILE WITH THE TOWN OF LEXINGTON ENGINEERING DEPARTMENT REPORTED TO BE ON LEXINGTON SEWER DATUM. 7. THE LOCUS PROPERTY IS LOCATED IN FLOOD ZONE X (UNSHADED), AREAS DE7ERMINED TO BE OUTSIDE THE 0.29; ANNUAL CHANCE FLOODPLAIN, PER FEMA FLOOD INSURANCE RA7E MAP NUMBER 25017CO404E DA7ED JUNE 4, 2010. 8. SEE NOTE 1 ON THE U77LITY PLAN REGARDING MILLING AND RESURFACING OF EAST STREET. 11 71 & 79 EAST STREET (ASSESSOR'S AIIAP 62 - LOTS 7 & 6) DEFINITIVE SUBDIVISION (IN ACCORDANCE WITH SECTION 175 -32E) LA YO ITT AND PROFILE' PLAN LOCATED IN LEXINGTON, MASSACHUSETTS v E s 'A 1 (MIDDLESEX COUNTY) PREPARED FOR SHELDON CORP. ED SCALE: 1 "= 40' DATE. AUGUST 12, 2011 MERIDIAN ASSOCIATES 13WT 500 CUMMINGS CENTER, SUITE 5950 69 MILK STREET, SUITE 302 BEVERLY, MASSACHUSETTS 01915 WESTBOROUGH, MASSACHUSETTS 01581 BWT TELEPHONE: (978) 299 0441 TELEPHONE: (508) 871 -7030 W W W.MERIDIANASS0C.00M GHK'D SHEET No. 6 OF 10 PROJECT No. 5322 Z,ppm& 0 byM!=AaavYeSlnc. All ➢ rigfiw at a -.m 4 Aft ® d