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Home My WebLink AboutSD-383-94+ RIM= 20748' - INV = 204.2_ ± - ON DMH #4 RIM =208:33 INV (a) 203 4± INV. (b) =201, 7± INV. (c) =201. 7± SMH 11 RIM= 209.42 INV. (a)= 199.1± INV. (b)= 199.1± INV, (c)= 199.4± T -CAP BOLT 1 TION = 21316 I I L Q1 NV.= 206.1± NOW OR FORMERLY 6 "x6 "CB 1DH FRANCES M RASKIN LOT 4 in 518" 1R S£T SET FLUSH x cj 12 STORY O At SET FLUSH 6 z6" < SET FLUSH o (,q (N i 0 3• ARA G CR#2 RIM= CB2 209.64 INV.= 206.0± RIM= 224.28 (NO VISIBLE PIPES, FULL OF DEBRIS) RIM= 224.45 (FULL OF WATER, NO VISIBLE PIPES 1 +00 IR SET NOW OR FORMERLY TOWN OF LEXINGTON EXISTING DRAINAGE EASEMENT oi APPROXIMATE LIMITS L4" PVC OF STORM OBSERVATION INFILTRATOR PORT FACILITY 6x6" C8/DH NOW OR FORMERLY SET FLUSH THE WINDERMERE 114=202.8-± GROUP, INC. SEDIMENT EXISTING 3 STORY TANK WOOD FRAME DWELLING 518" IR W /CAP lV,= 203.1± SET FLUSH DMN7/3 RIM = 208.44 6x6" CB /DH SET FLUSH � STORY EXISTING NG WOOD Viltim i LOT 5 NOW OR FORMERLY THE WINDERMERE GROUP, INC. 1NV,(c)= 203.2± INV 32± O LOT T RM= I =215.24 6 "x6" SB /DH I I L FND FLUSH NV.= 206.1± NOW OR FORMERLY 6 "x6 "CB 1DH FRANCES M RASKIN LOT 4 145 518" 1R S£T SET FLUSH 5/8" IR A, CAP SET 0.5 CA TV ` A.G 12 STORY 6"x6" CB /DH SET FLUSH 6 z6" WOOD FRAME SET FLUSH RIM= 209.80 (,q (N CA TV 0 3• ARA G CR#2 RIM= RAILROAD SPIKE f� W/X' CUT SET a PTfI /15 209.64 INV.= 206.0± 0 D 18" PVC Q- - D -S= MN #2 -D RIM- 210:06 EXISTING NOW OR FORMERLY /-6 x6 CB/DH-\ CA TV UPL BUILDING GREGORY L. MEYERS & 1 SFT Fi I1SH __ !NV (o &b)= 201.7± 1 +00 IR SET NOW OR FORMERLY TOWN OF LEXINGTON EXISTING DRAINAGE EASEMENT oi APPROXIMATE LIMITS L4" PVC OF STORM OBSERVATION INFILTRATOR PORT FACILITY 6x6" C8/DH NOW OR FORMERLY SET FLUSH THE WINDERMERE 114=202.8-± GROUP, INC. SEDIMENT EXISTING 3 STORY TANK WOOD FRAME DWELLING 518" IR W /CAP lV,= 203.1± SET FLUSH DMN7/3 RIM = 208.44 6x6" CB /DH SET FLUSH � STORY EXISTING NG WOOD Viltim i LOT 5 NOW OR FORMERLY THE WINDERMERE GROUP, INC. 1NV,(c)= 203.2± INV 32± O LOT T RM= I =215.24 (b) =20 L G NV.= 206.1± INV.(c)= 2032± 6 "x6 "CB 1DH INV,= 209:5± LOT 4 MAG NAIL SET 518" 1R S£T SET FLUSH 5/8" IR A, CAP SET 0.5 CA TV ` A.G NOW OR FORMERLY CUT SET SET FLUSH SET FLUSH 6 z6" G K THE WINDERMERE GROUP RIM= 209.80 (,q (N CA TV INV.(o)= 204.1± 6x6" CB /DH 3• CATVO X5/8" IR W /CAP �. �CB/OH SET t \(1.1' A r ,O .G SET FLUSH EXISTING NOW OR FORMERLY \-6-x6" C8/DH I` L 1 i H RM= 209:66 (AA,V` SET 0.1' A.G• g7F\S SQ G NV.= 206.1± Iy O \b RAILROAD SPIKE F SET WITH X' 6 "x6" C8 /OH W s CUT SET SET FLUSH DMH 1 G K RIM= 209.80 (,q (N If 43 INV.(o)= 204.1± 6x6" CB /DH 3• LOT / INV.(b)= 204.91 SET FLUSH DMH 2 j NV (c)= 205.6± RIM= 214.53 EXISTING NOW OR FORMERLY NV(d)= 205.8± INV,(a)= 208.7± CA TV UPL BUILDING GREGORY L. MEYERS & INV.(b)= 208:6+ 1-- V1114 MARY E. FITZPATRICK LOT 2 O Y NOW OR FORMERLn5wacAplR 6x6" CB /D, SET 0:1' A.G. LOCATION OF THE SEWER SERVICE THE WINDERMERE GROUP, INC. .1SET 0.1' A.G. co IS UNKNOWNS _ 202.4± 2 STORY WOOD FRAME 1#39 NOW OR FORMERLY I " GARAGE ARLENE Z. MILLER r 220 210 200 DATUM ELEV 195.00 ROADWAY PROFILE SCALE: 1 " = 40' NOR. 2 0 2 4 8 VERT. 20 0 20 40 80 HOR. Q- Z§ #5 CORY EXySjQOD FR NME G DWELL NOW OR FORMERLY HERBERT A. & JANET 8. GOLDMAN PLAN VIE W.- FEET 40 SCALE 1"-40' N METERS D 10 5/8" IR W /CAP 0.1' A.G. DH FND NOW OR FORMERLY JAMES M. & CARLEEN FIORE GRAPHIC SCALE SCALE. • 1 " =40' 20 40 3' 4+ 4 6 "x6" CB /1 SET FLUSH 518" IR W/G FND 0.1 ' 8. G RM =21750 518" IR W /CAP INV.(o)= 203.6± SET 0.1' A.G. INV. (b)= 203.6± LOT 3 NOW OR FORMERLY #7 THE WINDERMERE EXISTING 3 GROUP, INC. STORY WOOD FRAME DWELLING NOW OR FORMERLY LOUISE B. HATFIELD 160 ti 60 w "t m^ �s n ��R) � J Q � ti, in O OMW 2Q� H k0 �O 3 • FRONT CAP ROL HYDRANT 6'x6" SB /DH FEND 0.2' A.G. NOW OR FORMERLY M, GENEVA SMITHLIN 0 +00 1 +00 2+00 3 +00 4 +00 NOW OR FORMERLY TOWN OF LEXINGTON NOW OR FORMERLY TOWN OF LEXINGTON �9 "s 210 1, IN 01 ,1. vl DATUM ELEV 190.00 AFT NNN a �NNN TQ� »� a co S =0.01 L =10' 154± (,q (N mcn�? U 'RCP TOP OF STONE C,AQ, �Z 18 -p, p7 L =40' EXIST - --, 1-- .!" INFIL RATOR FACILITY co 202.4± BOT, ELEV= N�oW I( N q � m co ro I N mCa��N °�0000 L0 N N N N / i -NAL ,3j +o tIMAT S D SEAWATER Q >; EST' G DOSED UPON TAB�F B PIT #1SNOWN N) .o 1� fv � tm� 15UE31) i DEFINITIV ON ± N(I N +o u n -- u - -_- -- -' crj U - -- I�.N L =70 = r I S,0•p3 15" RCP I I I L,133' RCP 15 18'RCP �J 5 0.017 L.2T4 ° PVC SEWER o 8" 8 "PVCQ� SEWER it L -j33' s =o.o 17 i-H �6o� a N.v aomim x.11 O N it [I II II. u �[ (n to ? g¢ it �» N h � K K N N N N N N N N N N 0 +00 1 +00 2+00 3 +00 4 +00 NOW OR FORMERLY TOWN OF LEXINGTON NOW OR FORMERLY TOWN OF LEXINGTON �9 "s 210 1, IN 01 ,1. vl DATUM ELEV 190.00 AFT NNN a �NNN TQ� »� a co DRAINAGE SYSTEM PROFILE: SCALE. 1 " 40' VER HOR. 2 0 2 4 8 VERT. 20 0 20 40 80 HOR. 1NQTE SITE DETAIL DEPICTED HEREON WAS OBTAINED FROM A PARTIAL FIELD SURVEY CONDUCTED ON OCTOBER 15 & 18, 2001 AND NOVEMBER 11, 2003 BY BY MERIDIAN ASSOCIATES INC. LOCATION OF UNDERGROUND TELEPHONE, ELECTRIC, CABLE, GAS & WATER PROVIDED BY THE WINDERMERE GROUP, INC. 2 THE LOCUS PROPERTY IS DEPICTED ON THE TOWN OF LEXINGTON ASSESSOR'S MAP 63 J. THE LOCUS PROPERTY IS LOCATED IN ZONE RO. 4. THE LOCATION OF ALL UNDERGROUND UTILITIES SHOWN ARE APPROXIMATE AND ARE BASED UPON A PARTIAL FIELD SURVEY AND COMPILATION OF PLANS OF RECORD. MERIDIAN ASSOCIATES, INC. DOES NOT WARRANTY NOR GUARANTEE THE LOCATION OF ALL UTILITIES DEPICTED OR NOT DEPICTED. THE CONTRACTOR, PRIOR TO COMMENCEMENT OF CONSTRUCTION, SHALL VERIFY THE LOCATION OF ALL UTILITIES AND CONTACT DIG SAFE AT 1- 888 - 344 -7233. 5. ELEVATIONS DEPICTED ARE BASED ON LEXINGTON SEWER DATUM. STARTING BENCHMARK. • HYDRANT FRONT CAP BOLT ELEVATION = 250.11 NEAR HOUSE NUMBER 24 ADAMS STREET, SCREENED UNDERGROUND UTILITY DATA REPRESENTS RECORDED INFORMATION RECOVERED THROUGH RESEARCH WITHOUT EVIDENCE OF SURFACE DEMARCATION, AND WAS NOT FIELD VERIFIED. DWG. No. 3107ASBL 8K. #359. PG. 054 REVISIONS BY I CHK'D RICHARD E. 34776 CIVIL 128 ' ANCOCk' � f STREET � �= St TE F� N 3 4� s -m PAP �o f� y NOT TO SCALE LEGEND, D STORM DRAIN S SEWER W WATER G GAS 7 UNDERGROUND TELEPHONE E/C UNDERGROUND ELECTRIC &CABLE Q SEWER MANHOLE (D DRAIN MANHOLE El CATCH BASIN BITUMINOUS CONCRETE BERM SLOPED GRANITE CURB VERTICAL GRANITE CURB 3» DECIDUOUS TREE STONE WALL El C8 1DH CONCRETE BOUND W /DRILL HOLE o IR IRON ROD MAG NAIL SURVEY MASONRY NAIL RECORD +DNC THE WINDERMERE GROUP, INC. 55 HANCOCK STREET LEXINGTON, MASSACHUSETTS 02420 DEED BOOK 28081, PAGE 12 *DENOTES DOCUMENTS ON RECORD AT THE MIDDLESEX SOUTH REGISTRY OF DEEDS RECORD CONDITIONS PLAN LOCATED IN LEXINGTON, MASSACHUSETTS (MIDDLESEX COUNTY) PREPARED FOR THE WINDERMERE GROUP, INC. SCALE. AS NOTED DATE: NOVEMBER 25, 2003 M E R I D I A N =3 ASSOCIATES, INC. 98 HIGH STREET 69 MILK STREET, SUITE 302 DAN VERS, MASSACHUSETTS 01923 WESTBOROUGH, MASSACHUSET'T'S 01581 TELEPHONE: (978) 739 -9130 TELEPHONE: (508) 871 -7030 WWWAffiP DIANASSOC.COM SHEET No. 1 OF 1 PROJECT No. 3107 coEyngniocyM«im�n�o�;az�;r� nvri�n�;�vea S =0.01 L =10' 154± S-0 O2' 'RCP TOP OF STONE C,AQ, �Z 18 -p, p7 L =40' EXIST G' STORMWATER .!" INFIL RATOR FACILITY co 202.4± BOT, ELEV= N�oW I( N q � m co ro °�0000 L0 N N N N -NAL ,3j +o tIMAT S D SEAWATER Q >; EST' G DOSED UPON TAB�F B PIT #1SNOWN N) (AS PRE 15UE31) i DEFINITIV ON DRAINAGE SYSTEM PROFILE: SCALE. 1 " 40' VER HOR. 2 0 2 4 8 VERT. 20 0 20 40 80 HOR. 1NQTE SITE DETAIL DEPICTED HEREON WAS OBTAINED FROM A PARTIAL FIELD SURVEY CONDUCTED ON OCTOBER 15 & 18, 2001 AND NOVEMBER 11, 2003 BY BY MERIDIAN ASSOCIATES INC. LOCATION OF UNDERGROUND TELEPHONE, ELECTRIC, CABLE, GAS & WATER PROVIDED BY THE WINDERMERE GROUP, INC. 2 THE LOCUS PROPERTY IS DEPICTED ON THE TOWN OF LEXINGTON ASSESSOR'S MAP 63 J. THE LOCUS PROPERTY IS LOCATED IN ZONE RO. 4. THE LOCATION OF ALL UNDERGROUND UTILITIES SHOWN ARE APPROXIMATE AND ARE BASED UPON A PARTIAL FIELD SURVEY AND COMPILATION OF PLANS OF RECORD. MERIDIAN ASSOCIATES, INC. DOES NOT WARRANTY NOR GUARANTEE THE LOCATION OF ALL UTILITIES DEPICTED OR NOT DEPICTED. THE CONTRACTOR, PRIOR TO COMMENCEMENT OF CONSTRUCTION, SHALL VERIFY THE LOCATION OF ALL UTILITIES AND CONTACT DIG SAFE AT 1- 888 - 344 -7233. 5. ELEVATIONS DEPICTED ARE BASED ON LEXINGTON SEWER DATUM. STARTING BENCHMARK. • HYDRANT FRONT CAP BOLT ELEVATION = 250.11 NEAR HOUSE NUMBER 24 ADAMS STREET, SCREENED UNDERGROUND UTILITY DATA REPRESENTS RECORDED INFORMATION RECOVERED THROUGH RESEARCH WITHOUT EVIDENCE OF SURFACE DEMARCATION, AND WAS NOT FIELD VERIFIED. DWG. No. 3107ASBL 8K. #359. PG. 054 REVISIONS BY I CHK'D RICHARD E. 34776 CIVIL 128 ' ANCOCk' � f STREET � �= St TE F� N 3 4� s -m PAP �o f� y NOT TO SCALE LEGEND, D STORM DRAIN S SEWER W WATER G GAS 7 UNDERGROUND TELEPHONE E/C UNDERGROUND ELECTRIC &CABLE Q SEWER MANHOLE (D DRAIN MANHOLE El CATCH BASIN BITUMINOUS CONCRETE BERM SLOPED GRANITE CURB VERTICAL GRANITE CURB 3» DECIDUOUS TREE STONE WALL El C8 1DH CONCRETE BOUND W /DRILL HOLE o IR IRON ROD MAG NAIL SURVEY MASONRY NAIL RECORD +DNC THE WINDERMERE GROUP, INC. 55 HANCOCK STREET LEXINGTON, MASSACHUSETTS 02420 DEED BOOK 28081, PAGE 12 *DENOTES DOCUMENTS ON RECORD AT THE MIDDLESEX SOUTH REGISTRY OF DEEDS RECORD CONDITIONS PLAN LOCATED IN LEXINGTON, MASSACHUSETTS (MIDDLESEX COUNTY) PREPARED FOR THE WINDERMERE GROUP, INC. SCALE. AS NOTED DATE: NOVEMBER 25, 2003 M E R I D I A N =3 ASSOCIATES, INC. 98 HIGH STREET 69 MILK STREET, SUITE 302 DAN VERS, MASSACHUSETTS 01923 WESTBOROUGH, MASSACHUSET'T'S 01581 TELEPHONE: (978) 739 -9130 TELEPHONE: (508) 871 -7030 WWWAffiP DIANASSOC.COM SHEET No. 1 OF 1 PROJECT No. 3107 coEyngniocyM«im�n�o�;az�;r� nvri�n�;�vea