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Home My WebLink AboutCON-100-2O ,V oj e _...._,-190 NOW OR FORMERLY TOWN OF LEXINGTON EXISTING DITCH AR.FIE W- ,STREET - 510' W9DE) g1 NOW OR TOWN OF 7 194 oa• 1 12'4 — 1961 `__QOSTING STONE W9LL (TYPICAL) 0 -_ I DECLARE, TO THE BEST OF MY PROFESSIONAL KNOWLEDGE, INFORMA'770N, AND BELIEF, THAT THIS PLAN WAS PREPARED IN ACCORDANCE WITH THE RULES AND REGULATIONS OF THE REGISTERS OF DEEDS. 189 IND W /DR /LL HOLE FND.� ' A.G ELEK =19200 44 W Will gZ ILI 44 EDGE OF BORDERING � w" ; I VEGETATED WETLANDS (TYP.) ' \ AL (5E'£ NOTE 17 ON SHEET NO, 1 OF 12) \ t \'�` 188 \ _ / \ NOW OR FORMERLY �! (I \O t ' � \ �g'1 SNOW OR FORMERLY TOWN OF LEXINGTON ! 4" I I 11 TOWN OF LEXINGTON t ' 2 � /� 8' END OF EXISTING _� 7N� DEET 6" WATER MAIN 100' BUFFER LINE f EDGE OF ETL (7-/ ! WETLAND , VV „ • i Y/ •i 2 • �- PRIMARILY MATURE'-- OAK & BEECH TREES \ \\ • \7- i 7P #1 • 7NI, 9_�L OF 4 TP,/2 • / PRIMARtLY MATURE OAK &�E£II lREI -- • ISTING 4' WIDE PATH,T� = --�� EXISTING SEWER MANHOLE APPROVED BY- MGM PLANNING 8 ARD p EXIS77NG UTILITY POLE 50..70' 93.85' \ I s EXIS77NG SEWER MAIN W S6179'30 "W S643T10 7W oHW EXIS77NG OVERHEAD WIRES NOW OR FORM Y °-- � K£ -C HlEH AND 6' NIGH WOOD FENCE EXIS77NG CONIFEROUS TREE 7ERESA CHU EXIS71NG DECIDUOUS TREE V—t-212r INC. DA IF CONST RUCTION NOW OR FORMERLY FREDERICK M. DISTEFANO, JR. "THIS PLAN IS SUBJECT TO A COVENANT DATED "THIS PLAN IS SUBJECT TO A CERTIFICATE OF ACTION DATED "_4.tV _4l i' "THIS PLAN IS SUBJECT TO A SPECIAL PERMIT DATED " _ " „ (4 s \ S62 42'20 W EXISTING 1 STORY WOOD FRAME HOUSE 164 GARFIELD S7REET g � t 1 NOW OR FORMERL 1 -,\,HARRIET MANN EXISTING I SHED I — APPROXIMATE LOCATION OF PR /VATS, U"' ^ ^`^T�^ r POR77ON OF GARFIELD STREET BASED C TOWN OF LEXINGTON ZONING MAP AND RECENT UST OF ACCEPTED AND UNACC mi 1 NOW OR FORMERLY TOWN OF LEXINGTON 6" CLDI 0 100' BUFFER LINE ° r J FROM EDGE OF WETLAND t_-j i W. - EXISTING i VEGETA TION ; l LINE NOW OR FORMERLY SUBHASH & KASTUR/ GUPTA I. THE SUBJECT PROPERTY IS LOCATED IN ZONE C (AREAS OF MINIMAL FLOODING— NOT SIIED AS FLOOD HAZARD AREAS) AS DEPICTED ON THE FLOOD INSURANCE RATE MAP OF LEXINGTON, MASSACHUSETTS, COMMUNITY PANEL No. 250198 0005 C, DATED SEPTEMBER 30, 1983. 2. BASED UPON NUMEROUS S17£ INSPECTIONS PERFORMED BY MERIDIAN ENGINEERING, INC., THERE WERE NO W57BLE LEDGE OUTCROPPINGS FOUND ON THE SUBJECT PROPERTY. J. THE LOCA77ON OF ALL UNDERGROUND UTILITIES MOWN ARE APPROXIMA7EAND ARE BASED UPON A PARTIAL FIELD SURVEY AND COMPILA7701V OF PLANS OF RECORD. MERIDIAN ENGINEERING, INC. DOES NOT WARRANTY NOR GUARANTEE THE LOCA7701V OF ALL U77LI77ES DEPICTED OR NOT DEPICTED. THE CONTRACTOR, PRIOR TO COMMENCEMENT OF CONSTRUCTION, SHALL VERIFY THE LOCATION OF ALL U77LI77ES AND CONTACT DIG SAFE AT 1- 800 -322 -4844. 4. SOIL CLASSIFICATIONS & DESCRIPTIONS WERE DERIVED FROM THE MIDDLESEX COUTNY MASSACHUSETTS INTERIM SOIL SURVEY REPORT, SECOND ED17701V. 5. CLOSEST POSSIBLE SOURCE OF NOSE WHICH MAY BE PERCEIVED AT THE S17E IS ROUTE 128. 6. VIEWS ARE LIMITED DUE TO WOODED CHARACTER OF SURROUNDING LAND. Z SLOPES OF 15X AND GREATER DO NOT OCCUR ON THE SITE 8. THE SUBJECT PROPERTY IS LOCATED IN ZONE C (AREAS OF MINIMAL FLOODING — NOT C17ED NOW OR FORMERLY TOWN OF LEXINGTON CONCRETE VAULT W/ WATER BUBBLER a \ I'97 6 x6l- POSTS h EXIST 5' BIT. CONC. SIDEWALK STRFTT PUBLfC -50' W10E,'a G W— G 4" STL GAS Ll m HOLE�6IGD. ZE .- 192.24 4 E /NG SE &4 OLE RIM 192.97 INV. (OUT) = 178.90 INV. (IN)= 779:07 (FROM GARFIELD ST. CURRENTLY PLUGGED) ck Q J O V j 4 1 CLERK OF THE TO*?4 OF Al LEXINGTON, MASSACHUSETTS HEREBY CERTtFY THAT THE NO77CE OF APPROVAL OF THIS P Y L AN B THE LEXINGTON PLANNING BOARD HAS BEEN RECEIVED AND RECORDED AT THIS OFFICE AND NO NOTICE OF APPEAL WAS RECEIVED DURING THE TWENTY DAYS NEXT AFTER SUCH RECEIPT AND RECORDING OF SAID N077CE ' AS FLOOD HAZARD AREAS) AS DEPICTED ON THE FLOOD INSURANCE RATE MAP OF LEXINGTON GRAPHIC SCALE MASSACHUSETTS, COMMUNITY PANEL No 250198 0005 C, DATED SEPTEMBER 30, 1983. SCALE: 1"=20' 9. BASED UPON THE 1NFORMA770N AVAILABLE TO MERIDIAN ENGINEERING, INC., THERE ARE NO KNOWN HISTORICALLY OR ARCHITECTURALLY S/GN/F7CANT STRUCTURES ON OR ADJACENT TO 7HE FEET 20 0 10 20 40 80 SUBJECT PROPERTY TO. SEE SHEET 1 OF 12 FOR ADD177ONAL NOTES METERS 0 5 10 20 40 SOIL DE'SCR 77ON6S: 263 - *00O RIDGE -URBAN LAND CaWPLEX CONSISTS OF GENTLY SLOPING. TO STEEP, DEEP (5+ FT)'MODERA TEL Y WELL DRAINED WOODBRIDGE SOILS AND AREAS OF URBAN LAND. ALTHOUGH URBAN DEVELOPMENT HAS ALTERED THE SOILS AND LANDSCAPES IN THESE AREAS, THE SOIL CAN BE IDEN77FIED AT WIDELY SEP£RA7ED POINTS AND THE GENERAL NATURE OF THE AREA CAN BE DETERMINED. BROAD DELINEATIONS ARE MADE ON THE MAP. THIS MAP UNIT CONSISTS OF ABOUT 75 PERCENT WOODBRIDGE' AND SIMILAR SOILS AND AT LEAST 25 PERCENT URBAN LAND AND 07HER DISTURBED AREAS URBAN LAND CONSISTS OF STREETS, PARKING LOTS, BUILDINGS AND OTHER STRUCTURES. FOR INFORMA77ON ON PAXTON SOILS, SEE "PAXTON" SERIES DESCRIPTION. SOIL LOGS: 77'jt TP12 0'— 24" TOP & SUBSOIL 0" — 24" TOP & SUBSOIL 24" - 84" SANDY GRAVEL 24" - 84" SANDY GRAVEL GROUND WATER 0 36" GROUND WATER O 36" DWG No. 2176ANL DATE OWNER OF RECORD /APPLICANT RONALD K. GOLD NANCY P. GOLD 17 MALBERT ROAD BRIGHTON, MA 02135 -2618 R"WONS BY i CHK'D DEFINITIVE SUBDIVISION SITE AX.ALED rl +T r PLAN r � r LffX1) Vl 0)►1 A1Y�7r�74CHI ST l it7 R(chaME �' (AflfllllSX C ®iINTY. Wain, Jr N0.34 ?Ti �,v Civil 614RFf ifR ST ?fA7T ffXTffAr,S1 )V CONYdc'N MUM S118IIVYISION SCALE. 1 "= 20' DATE: LARCH 17, 1995 LARSON ASSOCIATES INC. "NRSCAPB ARCBIMTSISITZ P"NNZAS 22 >l17LL STRBBT, SUITS ONS ARLINGTON, Afd SSACHUSETTS 02174 VRL.(617)641 -2150 FAX. 645 -9221 SHEET No. 9 OF 1 1 PROJECT AT. 0 PVO 1.MUML --S-0—S— EXISTING SEWER MANHOLE APPROVED BY- MGM PLANNING 8 ARD p EXIS77NG UTILITY POLE Q EXIS77NG FIRE HYDRANT s EXIS77NG SEWER MAIN W EXIS77NG WATER MAIN oHW EXIS77NG OVERHEAD WIRES — —152 — — EXIS77NG CONTOUR • EXIS77NG CONIFEROUS TREE EXIS71NG DECIDUOUS TREE EXIS77NG DITCH EXIS77NG GRAVEL ROAD Ill - i AL AL ,9L APPROXIMA7E• EDGE OF BORDERING VEGETATED WETLANDS e • s • �.- DIREC7701V OF RAINFALL RUNOFF DATE 7PI!2 TEST PIT /2 „ (4 s \ S62 42'20 W EXISTING 1 STORY WOOD FRAME HOUSE 164 GARFIELD S7REET g � t 1 NOW OR FORMERL 1 -,\,HARRIET MANN EXISTING I SHED I — APPROXIMATE LOCATION OF PR /VATS, U"' ^ ^`^T�^ r POR77ON OF GARFIELD STREET BASED C TOWN OF LEXINGTON ZONING MAP AND RECENT UST OF ACCEPTED AND UNACC mi 1 NOW OR FORMERLY TOWN OF LEXINGTON 6" CLDI 0 100' BUFFER LINE ° r J FROM EDGE OF WETLAND t_-j i W. - EXISTING i VEGETA TION ; l LINE NOW OR FORMERLY SUBHASH & KASTUR/ GUPTA I. THE SUBJECT PROPERTY IS LOCATED IN ZONE C (AREAS OF MINIMAL FLOODING— NOT SIIED AS FLOOD HAZARD AREAS) AS DEPICTED ON THE FLOOD INSURANCE RATE MAP OF LEXINGTON, MASSACHUSETTS, COMMUNITY PANEL No. 250198 0005 C, DATED SEPTEMBER 30, 1983. 2. BASED UPON NUMEROUS S17£ INSPECTIONS PERFORMED BY MERIDIAN ENGINEERING, INC., THERE WERE NO W57BLE LEDGE OUTCROPPINGS FOUND ON THE SUBJECT PROPERTY. J. THE LOCA77ON OF ALL UNDERGROUND UTILITIES MOWN ARE APPROXIMA7EAND ARE BASED UPON A PARTIAL FIELD SURVEY AND COMPILA7701V OF PLANS OF RECORD. MERIDIAN ENGINEERING, INC. DOES NOT WARRANTY NOR GUARANTEE THE LOCA7701V OF ALL U77LI77ES DEPICTED OR NOT DEPICTED. THE CONTRACTOR, PRIOR TO COMMENCEMENT OF CONSTRUCTION, SHALL VERIFY THE LOCATION OF ALL U77LI77ES AND CONTACT DIG SAFE AT 1- 800 -322 -4844. 4. SOIL CLASSIFICATIONS & DESCRIPTIONS WERE DERIVED FROM THE MIDDLESEX COUTNY MASSACHUSETTS INTERIM SOIL SURVEY REPORT, SECOND ED17701V. 5. CLOSEST POSSIBLE SOURCE OF NOSE WHICH MAY BE PERCEIVED AT THE S17E IS ROUTE 128. 6. VIEWS ARE LIMITED DUE TO WOODED CHARACTER OF SURROUNDING LAND. Z SLOPES OF 15X AND GREATER DO NOT OCCUR ON THE SITE 8. THE SUBJECT PROPERTY IS LOCATED IN ZONE C (AREAS OF MINIMAL FLOODING — NOT C17ED NOW OR FORMERLY TOWN OF LEXINGTON CONCRETE VAULT W/ WATER BUBBLER a \ I'97 6 x6l- POSTS h EXIST 5' BIT. CONC. SIDEWALK STRFTT PUBLfC -50' W10E,'a G W— G 4" STL GAS Ll m HOLE�6IGD. ZE .- 192.24 4 E /NG SE &4 OLE RIM 192.97 INV. (OUT) = 178.90 INV. (IN)= 779:07 (FROM GARFIELD ST. CURRENTLY PLUGGED) ck Q J O V j 4 1 CLERK OF THE TO*?4 OF Al LEXINGTON, MASSACHUSETTS HEREBY CERTtFY THAT THE NO77CE OF APPROVAL OF THIS P Y L AN B THE LEXINGTON PLANNING BOARD HAS BEEN RECEIVED AND RECORDED AT THIS OFFICE AND NO NOTICE OF APPEAL WAS RECEIVED DURING THE TWENTY DAYS NEXT AFTER SUCH RECEIPT AND RECORDING OF SAID N077CE ' AS FLOOD HAZARD AREAS) AS DEPICTED ON THE FLOOD INSURANCE RATE MAP OF LEXINGTON GRAPHIC SCALE MASSACHUSETTS, COMMUNITY PANEL No 250198 0005 C, DATED SEPTEMBER 30, 1983. SCALE: 1"=20' 9. BASED UPON THE 1NFORMA770N AVAILABLE TO MERIDIAN ENGINEERING, INC., THERE ARE NO KNOWN HISTORICALLY OR ARCHITECTURALLY S/GN/F7CANT STRUCTURES ON OR ADJACENT TO 7HE FEET 20 0 10 20 40 80 SUBJECT PROPERTY TO. SEE SHEET 1 OF 12 FOR ADD177ONAL NOTES METERS 0 5 10 20 40 SOIL DE'SCR 77ON6S: 263 - *00O RIDGE -URBAN LAND CaWPLEX CONSISTS OF GENTLY SLOPING. TO STEEP, DEEP (5+ FT)'MODERA TEL Y WELL DRAINED WOODBRIDGE SOILS AND AREAS OF URBAN LAND. ALTHOUGH URBAN DEVELOPMENT HAS ALTERED THE SOILS AND LANDSCAPES IN THESE AREAS, THE SOIL CAN BE IDEN77FIED AT WIDELY SEP£RA7ED POINTS AND THE GENERAL NATURE OF THE AREA CAN BE DETERMINED. BROAD DELINEATIONS ARE MADE ON THE MAP. THIS MAP UNIT CONSISTS OF ABOUT 75 PERCENT WOODBRIDGE' AND SIMILAR SOILS AND AT LEAST 25 PERCENT URBAN LAND AND 07HER DISTURBED AREAS URBAN LAND CONSISTS OF STREETS, PARKING LOTS, BUILDINGS AND OTHER STRUCTURES. FOR INFORMA77ON ON PAXTON SOILS, SEE "PAXTON" SERIES DESCRIPTION. SOIL LOGS: 77'jt TP12 0'— 24" TOP & SUBSOIL 0" — 24" TOP & SUBSOIL 24" - 84" SANDY GRAVEL 24" - 84" SANDY GRAVEL GROUND WATER 0 36" GROUND WATER O 36" DWG No. 2176ANL DATE OWNER OF RECORD /APPLICANT RONALD K. GOLD NANCY P. GOLD 17 MALBERT ROAD BRIGHTON, MA 02135 -2618 R"WONS BY i CHK'D DEFINITIVE SUBDIVISION SITE AX.ALED rl +T r PLAN r � r LffX1) Vl 0)►1 A1Y�7r�74CHI ST l it7 R(chaME �' (AflfllllSX C ®iINTY. Wain, Jr N0.34 ?Ti �,v Civil 614RFf ifR ST ?fA7T ffXTffAr,S1 )V CONYdc'N MUM S118IIVYISION SCALE. 1 "= 20' DATE: LARCH 17, 1995 LARSON ASSOCIATES INC. "NRSCAPB ARCBIMTSISITZ P"NNZAS 22 >l17LL STRBBT, SUITS ONS ARLINGTON, Afd SSACHUSETTS 02174 VRL.(617)641 -2150 FAX. 645 -9221 SHEET No. 9 OF 1 1 PROJECT AT. 0 PVO