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HomeMy WebLinkAboutSD-349AQv- NOW OR FORMERLY BURLINGTON VILLAGE ASSOCIATES 6' DIA. SEDIMENTATION TANK W/ CONC. BAFFLE TOP OF BAFFLE ELEV = 186.0± DMH RIM= 19117 INV. IN= 183.41 IN V.OUT= 183.4± 6 "x6"SB /DH FOUND FLUSH INV = 186.41 APPROXIMATE INFILTRATOR LOCATION h� AREA OF NEW PAVEMENT l® p SNET/ B. G 4- 52 NO VISIBLE PIPESl! WATER AT ELEV. 186.11 � Ff d t P� NOW OR FORMERLY DESCRIPTION C� m +I -H � / ARTHUR P. & ✓ANICE M. SILVA o i-I BOA q W N '6 o rn 6 "x6" SB /DH (DEED BOOK 15844, PAGE 582) QQ �, - I Z o `b Ld .m If If UO FLUSH (SET BY ^�� II �. N^ +2? FIDE HYDRANT Q MIDDLESEX COUNTY ��? mma ^ice �tn?ZZ EXISTING ENGINEERING OFFICE �� ro 00 SPOT GRADE t 120.6 1 IN 1981) -H -H ca o v E? TELEPHONE BOX EB STORM DRAIN D NOW OR FORMERL Y SANITARY SEWER S; O WATER MAIN W j VAUGHAN K. BOGOSIAN (DEED BOOK 13065, PAGE 707) OVERHEAD WIRES OHW' is �Q..»� stnZZ CABLE TFC #; �° I' DECIDUOUS TREE (SAVED) IL ZZ EXISTING CHAIN LINK FENCE —0 0 0- ® .p pp— STOCKADE FENCE: WETLAND LINE STAKE & r GRANITE CURB TACK FND. ADVANCED DRAINAGE SYSTEM ADS POLYVINYL CHLORIDE PIPE PVC 0.15. A.G. ABOVE GRADE A. G. i BELOW GRADE B. G. IRON PIPE I.P. ' FOUND FND. j3 DIAMETER DIA., • s. INV.OUT= 183.35 DMH 16`x, ""'� -r- - -•- fi L� CB L I'> GRANGER POND WA Y i �3 NV.= 786:91 INVIN- UNOBTAINABLE(C814) 'ECORD CONDTIONS PLAN & PROFILE INV.= R.R.SPIlC F SH' 0.1 A >G' LUS SET 0.2 IN 1T. B.G D VE CB 11 6 RIM= 191.55 IN V. =187 31 y� CB 12 RIM = 191.40 EXISTING 2 STORY INV =187 31 WOOD FRAME DWELLING FND, FLUSH SMH 2 FLUSH RIM = 192.43 INV IN= 184.1E INV OUT = 184.1± DMH 13 RIM-191.71® INV IN =187 2 ±(CB 12) INV IN= 1872±((3871) INV.OUT 187.1 ±(DMH52) DATW ELEV 180.00 cx INV.OUT= UNOBTAINABLE "PVC ELEC. (DMH52) a2A.G:�`` 7NDUI T FOR ITURE LIGH SMH 3 SSE RIM= 1,95.72 0.4A.G. INV.IN =187.8± INV.IN -187 81 INV.OUT =1878 -- OT p a7 q 0.3A.G lsV • 4 5 pUC SPLUSH 0.1 A.G D FR CORY �'LC /NG E 0.1A. G SjQR� X�y�t oo �L�NG 0.. 0.2A,G. OA LOT 2 0.1 A.G. DESCRIPTION C� m +I -H � �N.co !� +pro c o i-I BOA q W N '6 o rn Q� — QQ �, - I Z o `b Ld .m If If UO cnc�cti?? ^�� II �. N^ +2? DATW ELEV 180.00 cx INV.OUT= UNOBTAINABLE "PVC ELEC. (DMH52) a2A.G:�`` 7NDUI T FOR ITURE LIGH SMH 3 SSE RIM= 1,95.72 0.4A.G. INV.IN =187.8± INV.IN -187 81 INV.OUT =1878 -- OT p a7 q 0.3A.G lsV • 4 5 pUC SPLUSH 0.1 A.G D FR CORY �'LC /NG E 0.1A. G SjQR� X�y�t oo �L�NG 0.. 0.2A,G. OA LOT 2 0.1 A.G. 2" CP TO 'EDFMEN T s sr ale GRANGER POW W4 Y OA R rol NOW OR FORMERLY GERALD & ELLEN GABRIELSE (DEED BOOK 18286, PAGE 603) DESCRIPTION ELEV. m +I -H � �N.co !� +pro c o i-I BOA q W N '6 N 00 Q� — QQ �, - I �ornun� `b Ld .m If If UO "� II It ^�� II �. N^ +2? FIDE HYDRANT Q �U ��? mma ^ice �tn?ZZ EXISTING �� ro 00 SPOT GRADE t 120.6 1 LIGHT -H -H ca o v E? TELEPHONE BOX EB STORM DRAIN D N'p 07, I{O SANITARY SEWER S; O WATER MAIN W j GAS MAIN -G - OVERHEAD WIRES OHW' is �Q..»� stnZZ CABLE TFC #; 2! CONTOUR - - - - - - - - - - I' DECIDUOUS TREE (SAVED) DECIDUOUS TREE (NEW) 4 ZZ EXISTING CHAIN LINK FENCE —0 0 0- 2" CP TO 'EDFMEN T s sr ale GRANGER POW W4 Y OA R rol NOW OR FORMERLY GERALD & ELLEN GABRIELSE (DEED BOOK 18286, PAGE 603) 12 "RCP r0 5EDIVENV TANK DATW ELEV 180.00 SCALE- 1" = 4 VERT. 1 „ = 40 HOR. 2 0 2 4 8 VERT. 20 0 20 40 80 HOR. U v O A I I I [j 0+00 TURNAROUND ROAD PROFILE. A Ak 00 dSY1S1LaY Q Je�S l PgG00 R ArQv 111' F 0 tudss :moo BM # DESCRIPTION ELEV. m rjJm mZ �N.co !� +pro c m?Q BOA q W O rn�2 Uco � 00 �ornun� ^rn 197.62 ??o Z»> +2? FIDE HYDRANT Q EXISTING WATER GATE s'I : WATER SERVICE I. EXISTING 12 "RCP r0 5EDIVENV TANK DATW ELEV 180.00 SCALE- 1" = 4 VERT. 1 „ = 40 HOR. 2 0 2 4 8 VERT. 20 0 20 40 80 HOR. U v O A I I I [j 0+00 TURNAROUND ROAD PROFILE. A Ak 00 dSY1S1LaY Q Je�S l PgG00 R ArQv 111' F 0 tudss :moo BM # DESCRIPTION ELEV. m X -CUT SET IN CAP BOLT OF HYDRANT ON GRANGER 198.69 60W CONCRETE' BOUND 0.3A.G POND WAY W /DELL HOLE SET. -! X -CUT IN TOP OF ® 12" CONC. POST 197.62 3.5' A.G GRAPHIC SCALE SCALE: l"=40' FEET 40 0 20 40 80 160 METERS 0 10 20 40 60 DWG. No. 2477ASBT BK4 231, PG.# 29 i i i l NQZM 1. THE TOPOGRAPHY AND SITE DETAIL DEPICTED HEREON WERE 1 FROM A PARTIAL FIELD SURVEY CONDUCTED BETWEEN NOVEMI DECEMBER 23, 1996 BY MERIDIAN ENGINEERING, INC. 2. THE LOCUS PROPERTY DEPICTED IS LOCATED IN ZONE RO. J. THE LOCATION OF ALL UNDERGROUND UTILITIES SHOW ARE 1 AND ARE BASED UPON A PARTIAL FIELD SURVEY AND COMP11 PLANS OF RECORD. MERIDIAN ENGINEERING, INC. DOES NOT K NOR GUARANTEE THE LOCATION OF ALL UTILITIES DEPICTED G DEPICTED. THE CONTRACTOR, PRIOR TO COMMENCEMENT OF G SHALL VERIFY THE LOCATION OF ALL UTIL177ES AND CONTACT AT 1 -800- 322 -4844. 4. THE SOLE PURPOSE OF THIS PLAN IS TO DEPICT TOPOGRAPH ON THE SUBJECT PROPERTY. BOUNDARY LINES DEPICTED ON APPROXIMATE AND ARE FOR PICTORIAL PURPOSES ONLY 5. ELEVATIONS ARE BASED ON THE TOWN OF LEXINGTON SEWER STAR77NG BENCHMARK: NAIL FOUND (1) ONE FOOT ABOVE GR POLE No. 3 AS DEPICTED ON TOWN OF LEXINGTON, MA ENGIN SEWER CONSTRUCTION - NORTH STREET” SHEET 8 OF 12 DV ELEVATION = 199.29. 6. THE PROPERTY DEPIC7ED HEREON IS SUBJECT TO FLOWAGE A RIGHTS TO ELEVATION 176 TO THE TOWN OF LEXINGTON AS G BOOK 6279, PAGE 3180 SCREENED UNDERGROUND UTILITY DATA REPRE RECORDED INFORMATION RECOVERED THROUGH WITHOUT EVIDENCE OF SURFACE DEMARCATION NOT FIELD VERIFIED. - PLAN No. 346 OF 1995 * - DEED BOOK 25323, PAGE 46 * - DEED BOOK 7235, PAGE 344 * - DEED BOOK 7199, PAGE 344 * - DEED BOOK 11247, PAGE 441 - DEED BOOK 6279, PAGE 313 - DEED BOOK 11195, PAGE 181 - 1892 COUNTY LAYOUT OF LOWELL STREET - 1938 COUNTY LAYOUT OF L0WELL STREET - PLAN No. 1985 OF 1947 - PLAN No. 149 OF 1939 * - PLAN BOOK 292, PLAN 38 * - PLAN BOOK 221, PLAN 40 * - PLAN No. 1344 OF 1979 * - PLAN PREPARED BY B.C. WHITAKER, ENTITLED -LAND OF GENEVIEVE EATON, LEXINGTON AND DATED APRIL 1908. - 1953 STATE HIGHWAY LAYOUT OF ROUTE 3 IN LEXINGTON, MASSACHUSETTS * DEN07ES DOCUMENTS RECORDED AT THE MIDDLESEX SOUTH REGISTRY OF DEEDS REVISIONS BY 1 CHK'D �ytN� RICHARD E WAITT, JR. 34776 3' j TAINED .. yynBURN ®-- R 18, AND BURUNGT01`► ?ppFyF Qy s�4'�RE�I :j PROXIMATE I �� BUTTERFIELD'S RON OF POND '! 1RANTY� NOT v �' 4STRUC770N, ©t�4 E 1 WLARDS IG SAFE F R R . {t 2 WOODS SITE FEATURES 7S PLAN ARE 4 �9 4 TUM. S >E IN UTILITY RING DEPARTMENT LOCUS MAP , �.; .D MARCH 21, 1980. NOT TO SCALE j t MAINTENANCE 1CRIBED IN DEED EN IS ' I 2ESEARCH AND WAS r i" 1.i 518" IRON ROD O O.1 A.G. Ij W /CAP SET 60W CONCRETE' BOUND 0.3A.G W /DELL HOLE SET. -! DRAIN MANHOLE SEWER MANHOLE CATCH BASIN UTILITY POLE FIDE HYDRANT Q EXISTING WATER GATE s'I : WATER SERVICE I. SEWER SERVICE GAS GATE SPOT GRADE t 120.6 1 LIGHT 1 ELECTRIC BOX C9 E? TELEPHONE BOX EB STORM DRAIN D SANITARY SEWER S; WATER MAIN W GAS MAIN -G - OVERHEAD WIRES OHW' is 'TELEPHONE / ELECTRC/ CABLE TFC #; 2! CONTOUR - - - - - - - - - - I' DECIDUOUS TREE (SAVED) DECIDUOUS TREE (NEW) 4 SHRUB CHAIN LINK FENCE —0 0 0- .p pp— STOCKADE FENCE: WETLAND LINE B17UMINOUS BERM GRANITE CURB REINFORCED CONCRETE PIPE RCP ADVANCED DRAINAGE SYSTEM ADS POLYVINYL CHLORIDE PIPE PVC ABOVE GRADE A. G. i BELOW GRADE B. G. IRON PIPE I.P. ' FOUND FND. j3 DIAMETER DIA., s. �3 1 fi L� L I'> GRANGER POND WA Y i �3 'ECORD CONDTIONS PLAN & PROFILE LOCATED IN J; E'.XINGTON MASSACHUSETTS (ESSEX, COUNTY) id PREPARED FOR WINDEMERE GROUP, INC. SCALE: 1„ --40' DATE: ,SEPTEMBER 3, 1997 €' MERIDIAN # +` � v .��• �+ 1�T A7 L� �y y A� n AT C.' . -. E 1V �T... I 1� E E R 1 lY Go I 1�1 C 98 HIGH STREET DANVERS, MASSACHUSETTS 04923 ,? TELEPHONE: (508) 739- 9130ij ,SHEET No. 1 OF 1 PROJECT No. 2477! ; jI 1 =4