Loading...
HomeMy WebLinkAboutSD-349-6FOR REGISTRY OF DEEDS USE ONLY DESC. RIM INVERT IN INVERT OUT C63 187.80 183.07 C64 188.19 183.79 C65 19227 189.79 C86 192.36 186.61 188.57 C67 195.05 �y VEGETATED WETLAND (SEE NOTE 5) INACCESSIBLE DMH3 188.24 183.29(12 RCP) 177.47(OU7LET) d 183.44(CB1) 17750(DMH4) 183,34(C62) Q c~n AL AL/ / 181.27(C86) O DMH4 191.81 182.32 182.76 SMH2 191.94 160.70 180.68 SMH3 189.77 181.85 181.85 SMH4 1194.55 18,140 183.36 I DECLARE, TO THE BEST OF MY PROFESSIONAL KNOWLEDGE, INFORMATION, AND BELIEF THAT THIS PLAN WAS PREPARED IN ACCORDANCE WITH THE RULES AND REGULATIONS OF THE REGISTERS OF DEEDS. FOR MERIDIAN ENGINEERING DATE COLLABORARVE, INC. REWS /0NS BY I CHK'D `r 0 0 4 G �24r; Ak NOW OR FORMERLY / GERALD & ELLEN GABRIELSE / / (DEED BOOK 18286, PAGE 603) VAUGHAN K.V 800OSIAN (DEED BOOK 13065, PAGE 707) "THIS PLAN IS SUBJECT TO A COVENANT DATED 444 q'r____" "THIS PLAN IS SUBJECT TO A CERTIFICATE OF ACTION DATED, 319 THIS PLAN IS SUBJECT TO A SPECIAL PERMIT DATED t��i__" NOW OR FORMERLY BURLINGTON VILLAGE ASSOCIATES PROPOSED 8 "X8 "XS "TEE & TRIPLE GA 7E •PROPOSED INRL7RATOR v c m r n t N h O c z i � o C xi 4 o _ o NOW OR FORMERLY WOODHAVEN REALTY TRUST 1 CLERK OF THE TOWN OF LEXINGTON, MASSACHUSETTS, HEREBY CERTIFY THAT NO N077CE OF APPEAL OF THIS PLAN BY THE LEXINGTON PLANNING BOARD HAS BEEN RECEIVED AND RECORDED AT THIS OFFICE AND NO APPEAL WAS RECEIVED DURING THE GRAPHIC SCALE TWENTY DAYS NEXT AFTER SUCH RECEIPT AND RECORDING OF SUCH NOTICE. SCALE: 1"--40' FEET 40 0 20 40 80 160- 09 1� Aa METERS o 10 20 40 80 i- TOWN CLERK DATE DWG. No. 2477U77L(XREF.•2477MAIN) APPROVED BY,' rrxay° L 19gtss DATE mpTm 1. ELEVATIONS REFER TO THE 2. THE LOCATION OF ALL UNL AND ARE BASED UPON A I PLANS OF RECORD, MER101 WARRANTY NOR GUARANTE, DEPICTED. THE CONTRACTO SHALL VERIFY THE LOCATK AT 1- 800 -322 -4844. J. THE LOCATION OF ALL UND ARE BASED UPON A PARTI, RECORD. MERIDIAN ENGINES NOR GUARANTEE THE LOCA THE CONTRACTOR, PRIOR 7 ALL UTILITIES AND CONTAC 4. MINIMUM COVER OVER SEW? AND WATER SERVICES TO E EITHER SIDE OF ALL SEWEA 5. WATER SERVICES SHALL BE 6. SEWER SERVICES TO BE 6" 100 FEET 7. ALL PROPOSED STORM DRA AND ARE AT 0. Of FT11F7 S U ■ • O • AIL L -'S - w- G- - E- -OHw AC HP DI BIT. CL .F. -71 •5 -D- !1 00 O ROBERT T. & 24 GRE )WN OF LEXINGTON SEWER DATUM. 'GROUND UTILITIES SHOWN ARE APPROXIMATE 4TIAL FIELD SURVEY AND COMPILATION OF ENGINEERING COLLABORATIVE, INC. DOES NOT THE LOCA77ON OF ALL U77LI77ES DEPICTED OR NOT PRIOR TO COMMENCEMENT OF CONS7RUCT70N, OF ALL UTILITIES AND CONTACT DIG SAFE GROUND UTILITIES SHOWN ARE APPROXIMATE AND FIELD SURVEY AND COMPILATION OF PLANS OF VG COLLABORATIVE, INC. DOES NOT WARRANTY )N OF ALL UTILITIES DEPICTED OR NOT DEPICTED. CONSTRUCTION, SHALL VERIFY 7HE LOCATION OF )IG SAFE AT 1- 800 - 322 -4844. SERVICES SHALL BE FOUR(4) FEET. WATER MAIN ENCASED IN CONCRETE FOR 10 FEET LINEAR ON INES RUNNING OVER SAID WATER LINES OR SERVICES. " COPPER WITH BUFFALO TYPE SERVICE BOX. VC SOR35 AND SHALL HAVE CLEANOUTS EVERY PIPES ARE 12" REINFORCED CONCRETE- PIPES 'E UNLESS OTHERWISE NOTED. LCGE EXIS77NG DRAIN MANHOLE EXIS77NG SEWER MANHOLE EXISTING CATCH BASIN EXIS77NG UTILITY POLE EXIS77NG FIRE HYDRANT EXIS77NG WATER GA 7E EXIS77NG WATER SERVICE SIGN WETLAND AREA GUARD RAIL - EXISTING STORM DRAIN - EXISTING SANITARY SEWER - EXIS77NG WATER MAIN - EXIS77NG GAS MAIN - EXIS77NG UNDERGROUND ELECTRIC EXIS77NG OVERHEAD WIRES REINFORCED CONCRETE PIPE ASBESTOS CEMENT HIGH POINT DUCTILE IRON B17UMINOUS CONCRETE FINISHED BASEMENT ELEVATION FINISHED FIRST FLOOR - PROPOSED SEWER LINE - PROPOSED WATER LINE - PROPOSED UNDERGROUND TELEPHONE, ELEC7RIC & CABLE LIN - PROPOSED GAS LINE PROPOSED CATCH BASIN PROPOSED SEWER MANHOLE - PROPOSED DRAIN LINE PROPOSED DRAIN MANHOLE PROPOSED 1500 GAL, SETTLING TANK PROPOSED FIRE HYDRANT PROPOSED BIT. CONC. BERM PROPOSED SLOPED GRANITE" CURB PROPOSED WR77CAL GRANITE CURB VNER. A EEL I CA. NT: 110SE A. SUTHERLAND THE WNDERMERE GROUP, INC. ILEAF AVENUE 55 HANCOCK S7REET MA 02155 LEXINGTON, MA. 02173 UTILITY PLAN DEFINITIVE SITE DEVELOPMENT PLAN LOCATED IN LEXINGTON, MASSACHUSETTS (MIDDLESEX COUNTY) GRANGER POND WAY A PLANNED RESIDENTIAL DEVELOPMENT SCALE: 1" = 40' DATE. SEPTEMBER 29, 1 994 .r ,.nn6e �F RichardE � Wail, Jr No 3477& Civil 1W, 1W, P� T MERIDIAN ENGINEERING COLLABORATIVE, INC. 100 CORPO]UTE PLACE, SUITE 103 PEABODY, MASSACIIUSETTS 01980 TEL: (508) 535 -7328 ��-j �¢ Z 1 o EDGE OF BORDERING NOW OR FORMERLY p U �y VEGETATED WETLAND (SEE NOTE 5) CHAN WUNG & HYUN -SOOK KIM (DEED BOOK 22249, PAGE 230) Q. � � � ` O Q. d AL Q c~n AL AL/ / O IL AL 0 0 4 G �24r; Ak NOW OR FORMERLY / GERALD & ELLEN GABRIELSE / / (DEED BOOK 18286, PAGE 603) VAUGHAN K.V 800OSIAN (DEED BOOK 13065, PAGE 707) "THIS PLAN IS SUBJECT TO A COVENANT DATED 444 q'r____" "THIS PLAN IS SUBJECT TO A CERTIFICATE OF ACTION DATED, 319 THIS PLAN IS SUBJECT TO A SPECIAL PERMIT DATED t��i__" NOW OR FORMERLY BURLINGTON VILLAGE ASSOCIATES PROPOSED 8 "X8 "XS "TEE & TRIPLE GA 7E •PROPOSED INRL7RATOR v c m r n t N h O c z i � o C xi 4 o _ o NOW OR FORMERLY WOODHAVEN REALTY TRUST 1 CLERK OF THE TOWN OF LEXINGTON, MASSACHUSETTS, HEREBY CERTIFY THAT NO N077CE OF APPEAL OF THIS PLAN BY THE LEXINGTON PLANNING BOARD HAS BEEN RECEIVED AND RECORDED AT THIS OFFICE AND NO APPEAL WAS RECEIVED DURING THE GRAPHIC SCALE TWENTY DAYS NEXT AFTER SUCH RECEIPT AND RECORDING OF SUCH NOTICE. SCALE: 1"--40' FEET 40 0 20 40 80 160- 09 1� Aa METERS o 10 20 40 80 i- TOWN CLERK DATE DWG. No. 2477U77L(XREF.•2477MAIN) APPROVED BY,' rrxay° L 19gtss DATE mpTm 1. ELEVATIONS REFER TO THE 2. THE LOCATION OF ALL UNL AND ARE BASED UPON A I PLANS OF RECORD, MER101 WARRANTY NOR GUARANTE, DEPICTED. THE CONTRACTO SHALL VERIFY THE LOCATK AT 1- 800 -322 -4844. J. THE LOCATION OF ALL UND ARE BASED UPON A PARTI, RECORD. MERIDIAN ENGINES NOR GUARANTEE THE LOCA THE CONTRACTOR, PRIOR 7 ALL UTILITIES AND CONTAC 4. MINIMUM COVER OVER SEW? AND WATER SERVICES TO E EITHER SIDE OF ALL SEWEA 5. WATER SERVICES SHALL BE 6. SEWER SERVICES TO BE 6" 100 FEET 7. ALL PROPOSED STORM DRA AND ARE AT 0. Of FT11F7 S U ■ • O • AIL L -'S - w- G- - E- -OHw AC HP DI BIT. CL .F. -71 •5 -D- !1 00 O ROBERT T. & 24 GRE )WN OF LEXINGTON SEWER DATUM. 'GROUND UTILITIES SHOWN ARE APPROXIMATE 4TIAL FIELD SURVEY AND COMPILATION OF ENGINEERING COLLABORATIVE, INC. DOES NOT THE LOCA77ON OF ALL U77LI77ES DEPICTED OR NOT PRIOR TO COMMENCEMENT OF CONS7RUCT70N, OF ALL UTILITIES AND CONTACT DIG SAFE GROUND UTILITIES SHOWN ARE APPROXIMATE AND FIELD SURVEY AND COMPILATION OF PLANS OF VG COLLABORATIVE, INC. DOES NOT WARRANTY )N OF ALL UTILITIES DEPICTED OR NOT DEPICTED. CONSTRUCTION, SHALL VERIFY 7HE LOCATION OF )IG SAFE AT 1- 800 - 322 -4844. SERVICES SHALL BE FOUR(4) FEET. WATER MAIN ENCASED IN CONCRETE FOR 10 FEET LINEAR ON INES RUNNING OVER SAID WATER LINES OR SERVICES. " COPPER WITH BUFFALO TYPE SERVICE BOX. VC SOR35 AND SHALL HAVE CLEANOUTS EVERY PIPES ARE 12" REINFORCED CONCRETE- PIPES 'E UNLESS OTHERWISE NOTED. LCGE EXIS77NG DRAIN MANHOLE EXIS77NG SEWER MANHOLE EXISTING CATCH BASIN EXIS77NG UTILITY POLE EXIS77NG FIRE HYDRANT EXIS77NG WATER GA 7E EXIS77NG WATER SERVICE SIGN WETLAND AREA GUARD RAIL - EXISTING STORM DRAIN - EXISTING SANITARY SEWER - EXIS77NG WATER MAIN - EXIS77NG GAS MAIN - EXIS77NG UNDERGROUND ELECTRIC EXIS77NG OVERHEAD WIRES REINFORCED CONCRETE PIPE ASBESTOS CEMENT HIGH POINT DUCTILE IRON B17UMINOUS CONCRETE FINISHED BASEMENT ELEVATION FINISHED FIRST FLOOR - PROPOSED SEWER LINE - PROPOSED WATER LINE - PROPOSED UNDERGROUND TELEPHONE, ELEC7RIC & CABLE LIN - PROPOSED GAS LINE PROPOSED CATCH BASIN PROPOSED SEWER MANHOLE - PROPOSED DRAIN LINE PROPOSED DRAIN MANHOLE PROPOSED 1500 GAL, SETTLING TANK PROPOSED FIRE HYDRANT PROPOSED BIT. CONC. BERM PROPOSED SLOPED GRANITE" CURB PROPOSED WR77CAL GRANITE CURB VNER. A EEL I CA. NT: 110SE A. SUTHERLAND THE WNDERMERE GROUP, INC. ILEAF AVENUE 55 HANCOCK S7REET MA 02155 LEXINGTON, MA. 02173 UTILITY PLAN DEFINITIVE SITE DEVELOPMENT PLAN LOCATED IN LEXINGTON, MASSACHUSETTS (MIDDLESEX COUNTY) GRANGER POND WAY A PLANNED RESIDENTIAL DEVELOPMENT SCALE: 1" = 40' DATE. SEPTEMBER 29, 1 994 .r ,.nn6e �F RichardE � Wail, Jr No 3477& Civil 1W, 1W, P� T MERIDIAN ENGINEERING COLLABORATIVE, INC. 100 CORPO]UTE PLACE, SUITE 103 PEABODY, MASSACIIUSETTS 01980 TEL: (508) 535 -7328