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Home My WebLink AboutSD-460-7z m D A oD cz LIMIT OF EAST STREET AREA THAT SHALL BE REPAVED IN ACCORDANCE WITH THE TOWN OF LEXINGTON DEVELOPMENT REGULATIONS SEC77ON 175- 45F(3) REGARDING RESTORATION OF STREET. EXIS77NG PAVEMENT WITHIN SHADED AREA SHALL BE � MILLED AND OVERLAY£D. SEE N07F 1 ON THIS SHEET. 8' AC' ----- - Vv { -- - -- —� - - -- - -- IPJVa= 182.1 ;Nl1b= 185..-. IN'lc= 182" 1 PROPOSED UTILITY - EASEMENT (7,453tSF) vjr �F rzLr?r.�AN & 1) 1 1 i SERVICE TO NO( 323 OF 1.;13* 1�3f VAP oz, LOT ;NI PROPOSED LIMIT OF WORK LINE PROPOSED SUBSURFACE 1N 0RA770N SYSTEM FROM ROOF (TYPE C) PROPOSED COMMON DRIVE WITHIN PARCEL 1 SHALL BE REFERRED TO AS: KEELER FARM WAY (PRVA7E - 40' WIDE) PROPOSED SUBSURFACE 1NFIL7RATTON SYSTEM FROM ROOF (TYPE C) 1 l 1 1 EAST (PUBLIC - 50' WIDE - 19 `f6 COUNTY LAYOUT) PROPOSED CONNECTION TO EYI 77NG SMH PIN 178. PROPOSED TAPPING S �VAL SLEEVE AND GATE Ih� 8 42 VE 2 1 I INF1L 1 a (1, i� F 1 EXISTTNG- SEWER 1) 1 1 i SERVICE TO 1 ( REMAIN 1�3f , I L ' t� Iro #100 v Lr (1 EXIS77NG WELL - k s 1 ( TO BE !, ; ( REMOVED IN I L ' j CtiO00 FRAME CONFORMANCE t �r 1 WITH LOCAL y F LOT I ( 4 AND STATE REGULA7ONS K ABANDONED 1 ,a - i `rn j - - -PSS- LOT H Yr --Fws PGS- 1 % y -R/M= 186.7.+ 1 , = 180.59 (' PW IN V= 182.E - 182.351 j LOT G / PG s Qe r- -- - - --1 PSMHg_ RIM= 1&9.21 I INV- 18t.92 � (� LOT F j PROPOSED j HYDRANT / I / S TREE T PROPOSED TAPPIN SLEEVE AND GA 7E CE VAL t/E Whkl 187.44 Sn'IN IAr1 /c =180.2 'RIM ru,'.8G r : -, a ,1191 .b3. Y I / 1 a PRIOR TO INSTALLATION OF PROPOSED WATER MAIN, THE CONTRACTOR SHALL EXPOSE 774E WATER MAIN WITHIN EAST STREET TO DETERMINE THE ELEVA77ON OF 7HE EXIS77NG W47ER MAIN AND CONTACT THE DESIGN ENGINEER TO DETERMINE IF CONFLICTS WITH OTHER U77LI77ES EXIST. S �87. WT DESCRIP7ON 83. '= F,-,, 4D 1 INV = =176.80(R) Emma OHVJ POLE #27112L, 2.0' A. G. —J J 12" WATER HIGH POINT OF A STONE j CtiO00 FRAME 1 .r i OVS`�LURf '6.9 % � zv. i ,m ^mil 1O (MIN.) —__ —_� PROPOSED j WA7ER GATE P LOT B c P 107.85' 1 � 1 L- - --- -- L i a Q 1 PCB RIM =186.21 INV =182,7 00 1 a PsA LOT C ___ -- 1 i PROPOSED ( 1 SUBSURFACE INFIL IRA 77ON ' 1 d SYSTEM #200 1 LOT D 1 � ` 1 1 n - PROPOSED \ �� 1 CLEAN OUT j? j ; r / ! PROPOSED �� \ DEED ' ` ' l f LZ�LD CE j r 56/ ,.� `�� ON LOT E 200 % 1 'PROPOSED LIMIT OF WORK LINE PROPOSED DRAINAGE EASEMENT # 2 ($1351SF) OPE TYP RIM- 186.5 - .._ .i )/ •, 10' WIDE " ,` TRANSITION ` `' ! s ! .. OPEN SPACE I SPACE PROPRAITON SUBSURFACE .. _ AREA (TYP) �► .. r. _ FROM ROOF (TYPE C) 176 OO' .. "' " 451.55' 27555' Id- ter, DATE.• w—o ClilIING & 1-t-WA SHIUE K S -R '110N BOOK 1 2 2 PAGE 134x. ,AND „-Of�qT PLAN .d0. :8397 E* ASSESSOR'S I &AP 62, LOT 3 A FEET METERS D / 1 ' ' r ' -_ r �---- CLERK OF 774E TOWN OF LEXINGTON, MASSACHUSETTS HEREBY CER77FY THAT THE N077CE OF APPROVAL OF 7HIS PLAN BY THE LEXINGTON PLANNING BOARD HAS BEEN RECEIVED AND RECORDED AT THE OFFICE AND NO N0710E OF APPEAL WAS RECEIVED' DURING TWENTY DAYS NEXT AFTER SUCH RECEIPT AND RECORDING OF SAID NOTICE. bm��* J4" . ii 38 e TOWN CLERK U DATE SAr f DESCRIP7ON RIM =185 61 INV = =176.80(R) Emma OHVJ POLE #27112L, 2.0' A. G. —J J 12" WATER HIGH POINT OF A STONE POSED /-- -0 BOUND W/ DRILL HOLE 188.17 RIM= 185.48 ' 'EXISTING WATER AND h%v=7'6.9 SEWER SERVICES TO BE ABANDONED WOOD FRAME DWELLING �j PROPOSED SUBSURFACE 1NF7L7RA77ON SYS7EM FROM ROOF (TYPE A) (SEE DETAIL SHEET) � (TYP.) l� N/r ` ERIC H & JbAN CARLSON REGISTRATION BOOK '23, PAGE 66* LAND COURT PLAN NO. 18397 -E* ASSESSOR'S A4A'P 62, LOT 5 A PROPOSED SUBSURFACE INFX IRA 770M SYS7EM `o FROM ROOF (TYPE B) PROPOSED LIMIT t OF WORK LINE ca r; t C h r �1 Jvi? AA+ 5. & DOROTHEA I. STETSON REGISTRATION BOOK 17199, PACE 177* LAND COURT PLAN NO. .183.97 -E' tIti ASSESSOR'S MAP 62, L07 L39 �✓ PROPOSED SUBSURFACE INFILTRA77ON SYSTEM FROM ROOF (TYPE C) I V NIF KAhVAN & AdARJAN Y.AMAL' 1 IIANGA.R REGISTRATiO,N BOOK 1355, PACE 71' LAND COURT PLAN NO. '18397-C* ASSESSOR'S IdAP 62, LOT 140 GRAPHIC SCALE \,\ SCALE. 1 " =40` 0 20 40 80 160 10 20 40 60 "THIS PLAN IS SUBJECT TO A CERTIFICATE OF ACTION DATED _______l' "THIS PLAN IS SUBJECT TO A SPECIAL PERMIT DATED ---------- T.B.M.# DESCRIP7ON ELEVA77ON SPIKE SET IN UTILITY POLE #27112L, 2.0' A. G. 189.81 HIGH POINT OF A STONE BOUND W/ DRILL HOLE 188.17 (SEE N07E 6 ON SHEET 4 OF 10) RECORD OWNERS: 71 EAST S7REET: KEELER REALTY TRUST PAUL R. KEELER 111, TRUSTEE 11 EAST WALNUT STREET UNIT II MILFORD, MA 01757 DEED 26635, PAGE 70* ?,2 EAST STREET j3E�"FRENGES' PBK NOMINEE TRUST PAUL R. KEELER 111, TRUSTEE it EAST WALNUT STREET, UNIT 71 - PLAN No. 723 OF 1949 * MILFORD, MA 01757 - PLAN No. 828 OF 1973 * DEED 32087, PAGE 498* - PLAN No. 1389 OF 1977 - LC PLAN 18397 -E AEEUGANT- *DENOTES DOCUMENTS RECORDED SHELDON CORP. AT THE MIDDLESEX SOUTH TODD CATALDO REGISTRY OF DEEDS 2 10/19/11 DWG No. 5322DEF -SITE 1 10/12/11 XREF.•5322DEF -EPL XREF.•5322 -REC Nn nATF 121 MARRE7T ROAD LEXINGTON, MA '02421 REVISIONS VISE TREE LIMIT OF WORK ACC BWT PB MEMO (9114111) & TOWN ACC BWT VEERING MEMO (9120111) DESCRIPTION BY CHK'D LEGEND PROPOSED PROPERTY LINE — ..... — PROPOSED LIMIT OF WORK LINE PSMH PROPOSED SEWER MANHOLE PWQS PROPOSED WATER QUALITY STRUCTURE ■ PCB PROPOSED CATCHBASIN 0 PH YD PROPOSED HYDRANT PD - PROPOSED DRAIN LINE PS PROPOSED SEWER LINE PSS PROPOSED SEWER SERVICE PW PROPOSED WATER LINE PWS PROPOSED WATER SERVICE PG PROPOSED GAS LINE PGS PROPOSED GAS SERVICE PTEC PROPOSED TELEPHONE, ELECTRIC, CABLE 04 PROPOSED GATE VALVE 6 PROPOSED WATER GATE INV= INVERT TYR TYPICAL SF SQUARE FEET CLDI CEMENT LINED DUC77LE IRON RCP REINFORCED CONCRETE PIPE COMPILED DRAIN GAS COMPILED GAS w COMPILED WATER S COMPILED SEWER —011W - OVERHEAD WIRES UNDERGROUND ELECTRIC - -- -- UNDERGROUND TELEPHONE GAS GA 7E J TELEPHONE MANHOLE SEWER MANHOLE n DRAIN MANHOLE C CATCH BASIN i\' LEC ELECTRIC METER c LIGHT 0,70 ROOF DRAIN O UTILITY POLE U77LITY POLE WITH LIGHT qyD WATER CA 7E TERMINUS UNKNOWN SIT BI TUMINOUS CCIJC. CONCRETE Vc V7TRIFIED CLAY Cf CAST IRON all BOTTOM CENTER AC ASBESTOS CLAY Fi FINISHED F7RST FLOOR EO.= EDGE OF PAVEMENT CONC. ! CONCRETE NOW OR FORMERLY FLAG POLE f TEST PIT U77LITY NOZU 1. EXIS77NG SEWER AND W47ER SERVICES FOR EXIS77NG DWELLING AT 71 EAST STREET SHALL REMAIN. 2. EXISTING SEWER AND WATER SERVICES FOR EXIS77NG DWELLING AT 79 EAST STREET SHALL BE ABANDONED. J. ALL PROPOSED SEWER PIPES THAT CROSS WATER PIPES SHALL DO SO BELOW EXIS77NG AND PROPOSED WATER PIPES SEWER PIPES SHALL ALSO BE ENCASED IN CONCRETE IN THESE AREAS. 4. ALL PROPOSED SEWER MAINS SHALL BE 8" PVC SDR35 (SCH40): ALL PROPOSED SEWER SERVICES SHALL BE 6" PVC SDR35 (SCH40). 5. ALL PROPOSED WATER SERVICES SHALL BE DESIGNED BY THE PROJECT MEP. 6. VERIFICA77ON OF INVERTS OF EXISTING U77LITY MAINS IN EAST STREET SHALL BE PROVIDED TO MA1 PRIOR TO CONSTRUCTION TO CONFIRM NO CONFLICTS WILL EXIST. 7. ALL PROPOSED 7EC STRUCTURES (Le. TRANSFORMERS, U77LITY POLES) SHALL BE LOCATED WITHIN THE BOUNDARY', OF PARCEL 1 AND PROPERLY SCREENED. 8. NO CULVERTS OR PUMPING STA77ONS ARE PROPOSED ON THIS PROJECT. Rox 1. EXIS77NO SEWER AND WATER SERVICES FOR EXISTING DWELLING AT 71 EAST S7REET SHALL REMAIN. EXIS77NG PAVEMENT WT7HIN EAST S7REET SHALL BE MILLED AND OVERLAYED WITH A NEW TOP COAT OF ASPHALT UPON COMPLETION OF CONSTRUCTION. THE MILLING AND OVERLAY WILL: • EXTEND' ACROSS 7HE ENTIRE WlD7H OF 7HE EXISTING PAVEMENT IN EAST STREET (EDGE OF PAVEMENT TO EDGE OF PAVEMENT). NOTE. NO CURBING CURRENTLY EXISTS ON THIS PORTION OF EAST STREET. • EXTEND LATERALLY WITHIN EAST STREET A MINIMUM OF TWENTY FIVE (25) FEET FROM THE FURTHEST EDGE OF ANY TRENCHING PERFORMED BY THE S17E CONTRACTOR IN ADD1770N, THE FINAL TOP' COAT OF ASPHALT WILL BE INSTALLED IN SUCH A MANNER TO ENSURE THAT THE GUTTER LINES (ON BOTH SIDES OF EAST STREET) WILL TRANSPORT STORMWATER' RUNOFF INTO THE EXIS77NG CATCH BASINS LOCATED WITHIN EAST STREET (1;E NO PONDING SHALL OCCUR IN THE GUTTER LINES OF EAST STREET WITHIN THE AREA THAT WILL BE MILLED AND OVERLA:YED). DURING AND AFTER THE INSTALLA7ION OF 7HE FINAL TOP COAT OF ASPHALT, THE CONTRACTOR SHALL CONTACT 7HE TOWN OF LEXINGTON ENGINEERING DEPARTMENT TO VERIFY THAT NO PONDING WILL EXIST WITHIN THESE RECONSTRUCTED GUTTER LINES 71 & 79 EAST STREET (ASSES'SOR'S MAP 62 — LOTS 7 & 6) DEFINITIVE SUBDIVISION (IN ACCORDANCE WITH SECTION 175 -32F) / / /`g //< LOCATED IN LEXINGTON, MASSACHUSETTS (MIDDLESEX COUNTY) PREPARED FOR SHELDON CORP. SCALE.- 1 "_ 40' DATE. AUGUST 17, 2011 MERIDIAN ASSOCIATES 500 CUMMNGS CENTER, SUITE 5950 69 MILK STREET, SUITE 302 BEVERLY, MASSACHUSETTS 01915 WEST TELEPHONE: (978) 299 0497 W W W.MERIDIANASS0f SHEET No. 7 OF 10 1 PROJECT No. 5322