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HomeMy WebLinkAboutSD-383-1SUBDIVISION 4 i, CLERK OF THE TOWN OF LEXINGTON, MASSACHUSETTS HEREBY CERTIFY THAT THE N077CE OF APPROVAL OF 7HIS PLAN BY 7HE LEXINGTON PLANNING BOARD HAS BEEN RECEIVED AND RECORDED AT THIS OFFICE AND NO NOTICE cGtiis ; 4 OF APPEAL WAS RECEIVED DURING THE TWENTY DAYS NEXT AFTER SUCH RECEIPT AND RECORDING OF SAID N077CE. <1 O G s i TOWN CLEW DATE FECT � I I i NOW OR FORMERLY { TOWN OF LEXINGTON DEED BOOK 7230, PAGE 338 s4" 14' 1 TPf'12 „- �y - �e "THIS PLAN 1S SUBJECT TO "A COVENANT DATED 41.1 "THIS PLAN IS SUBJECT TO A CER77RCATE OF AC770M DATED "THIS PLAN IS SUBJECT TO A SPECIAL PERMIT DATED _ GA TE \ - CHAIN LINK FENCE ------ � 24 "-T'' \' 1.' THE TOPOGRAPHY AND SI7E DETAIL DEPIC7I D HEREON WERE OBTAINED - - - - - -- j � \ 1 yy FROM A FIELD SURVEY CONDUCTED ON JANUARY 27, 28, 29, ' �� �'r -20» ✓ VJ 12'' ��i� - -_ FEBRUARY 3, 4, 5, & 10, 1998 BY MERIDIAN ENGINEERING, INC. loll 4 �l ` 7�'�" 2. THE LOCUS PROPERTY IS DEPIC7E0 AS LOT 115 & 116 "'` THE TOWN' OF LEXINGTON • -432 24' / _ ASSESSORS MAP 63. THE LOCA770M OF ALL UNDERGROUND U77U77ES SHOWN ARE APPROXIMATE J , \ '` - - AND ARE BASED UPON A PAR77AL FIELD SURVEY AND COMPILA770N OF PLANS OF RECORD. MERIDIAN ENGINEERING INC. DOES NOT WARRANTY -_- -- - - �_� NOR GUARANTEE THE LOCA77ON OF ALL UTILIAES DEPICTED OR NOT 3 7P11A ® / � \ � SEWER MANHOLE DEPICTED. THE CON7RACTOR, PRIOR TO COMMENCEMENT OF CONSTRUCTION,' 1 r" ° oo - ?p i \ - 210 --..- ® SHALL VERIFY THE LOCA77ON OF ALL U77U77E5 AND CONTACT DIG SAFE CATCH BASIN" AT 1- 800 - 344-7233. T_" / - -- / i� \ e '` ' - - -- �-- UAUTY POLE .0, 4.' THE SOLE PURPOSE OF THIS PLAN IS TO DEPICT TOP SIlE FEATURES FIRE HYDRANT Q ON 7HE SUBJECT PROPER77ES OG 78� 1 15 / /� \ // 'i6 t - WA TER GATE WATER SERVICE ® I TP �'� 4� RECORD AREA = `L,.9StAc. i ' �� CO ��� 5. ELEVA77ONS DEPICTED ARE BASED ON LEXINGTON SEWER DATUM. { TP/11B �� �2 Z0» ! ° �Q SPOT GRADE + 120.6 STAR77NG BENCHMARK: HYDRANT FRONT CAP BOLT ELEVATION = 250.11 NEAR / a/ AB o STEEL BOLLARD ® HOUSE NUMBER 24 ADAMS STREET. 7P/18 J -_ -_- 1b \ \ y' `�\ W LIGHT ! t /� / j >a 6. FOR SOIL 7ES77NG'INFORMA77ON SEE S17E ANALYSIS PLAN (SHEET 2). /` / / \ \ " DO - Z TELEPHONE MANHOLE © 1 w V TEST PIT LOCA77ON THE -� BE / 1 / 10" i �l 10DOfJ(BLE/ DgitBLE \ ii {� t 4 E �{ �! / 7211^ 10" o U7L17Y POLE W/UGHT 1� SIGN / l�2» i 1 10�/ / \ \ /2 STORM DRAIN { -- -- A \DOUBLE fi — D _ SANITARY SEWER DOUBLE / \ ' -- 4 OVERHEAD WIRES IPLE 18" 4.. /. J i, J8 \ \ 2' CONTOUR _ - - - -- LIBLE 10' CONTOUR f ^� 7P 10� � -- I ' DECIDUOUS TREE { - �1 12" / ..,,20 i / \ CONIFEROUS TREE 3 ` /` + - -`tea �� 1 2/ i i MONUMENT �� 220 10" ! i \ \ NOW OR FORMERLY STONE WALL ` 24" 12" y [ BOOK 7230,1NPAGE 338 B17ZJMINOUS BERM - ZB 7 2 1 1 tNJUB '� I p., _ 'I/- 1412, U / 817UMINOUS CONCRETE BIT. CONC. REINFORCED CONCRETE PIPE RCP 7p E POLYNNYL CHLORIDE PIPE PVC Ya: LOCATION OF THE, \� �,z, '___7 COMPILED WATER SERVICE W5 f fOk _E �, 4...- -5�WH7 SEL�VICE 12" �`i� -- / / COMPILED GAS SERVICE GS 1S UNKNOWN - �UfLAGPOL£ Q 2 STORY 24'• WOOD FRAME } l 09 GARAGE 251 NOW OR FORMERLY ARLENE Z. MILLER BOOK 25758, PAGE 484 (NO VISIBLE PIPES, fl FULL OF DEBRIS) SMH5 RIM = 229.02 INV IN= 220.3± INV. OUT= 220.3± 4» i { COMPILED WA75R MAIN yy � COMPILED GAS MAIN (, € $LE i EXISTING VEGETA7TON LINE LOT L�6 12r� { 5 RECORD AREA= f,831-Ac. I i / 14" i 12 / / BENCHMARK:, TOP OF 8.. /�� �� -- L /� O7 o ! BOULDER FOUND i DOUBLE 7P#4 ELEVATION = 233.96 1 -i / / 1 2 i /20" # { t� 27'EIi 1d0 T 1P 1E \/ 10 11 518.0 T DOUBLE c1 517.95 9 n9P / v \I _ GRAPHIC SCALE SCALE: 1`_-40' j NOW OR FORMERLY j FEET 40 0 20 40 80 160 r HERBERT A. & NOW OR FORMERLY a JANET B. GOLDMAN DEED BOOK 11696, PAGE 183 JAMES M. & 0 )O 20 40 60 CARLEEN FIORE METERS DEED BOOK 1310, PAGE 332 NOW OR FORMERLY j LOUISE B. HATFIELD NOW OR FORMERLY n�T TPT�ORTER TLS E PLAN �7 I ' DEED' BOOK 10940, PAGE 249 NOW OR FORMERLY DEFII Y1 Tt Yri SV17D1SIO P1 tit Y M. GENEVA SMIIHUN TOM, OF LEXINGTON. DEED BOOK 15172, PAGE 235 DEED BOOK 7230, PAGE 339 RECORD OWNERS• PLAN IONS` 43 ADAMS S7REET (LOT 115)i RECORD CONDIT i THE WINDERMERE GROUP, INC. tx oa qs LOCATED IN 55 NGTON, M STREET icy LEXINGTON MASSACHUSETTS LEXINGTON MA 02173 i o RICHARD$ T�T 39 ADAMS S7REET (LOT 116): � (WDDLESEX COUNTY) /r Q Q T1 T { n T� JOHN AND PA7RICtA AUSTIN v D L.J1`i1 �/ 55 HANCOCx SrnEEr PREPARED FOR LEXINGTON, MA 02173 (J� (PUBLIC _ 40' WIDE lti'QA j} �,� THE WINDERMERE CROTP, INC. APPLlCANT.' SCALE: 1 40' DATE. AUGUST 31, 1998 THE WINDERMERE GROUP, INC 55 HANCOCK STREET LEXINGTON, MA 02173 ENGINEERING, INC. REVISIONS 98 HIGH STREET DANVERS, MASSACHUSETTS 01923 TELEPHONE: (978) 739 -9130 f / i CB6 603 RIM= 201.66 INV.IN= T96.5±(C810) n i INV.OUT= 196.41(CB�) } PL #1116 �- u; T iz i I NOW OR FORMERLY $ FRANCES M. BASKIN\I FRONT CAP BOLT {{ DEED BOOK 7912, PAGE 416 Ai i 112 C310 (APPROX LOCATION) o� RIM= 20733 INV.1N =204.0t(CB72) 1Y0ODORY INV.IN =201.6t(CB2)) ARAG 1NV.OUT 201.4 ±(C86)' ��V� CB 12 12 P #?/15 - - 43'2 : 50" W RIM = 20748.., a 150.00'. INV. = 204.21 oH m iNOUS LONTION OF ` SEWE"ERVIC SMH77 2, Z'd� 15 UNKNOWN s4" 14' 1 TPf'12 „- �y - �e "THIS PLAN 1S SUBJECT TO "A COVENANT DATED 41.1 "THIS PLAN IS SUBJECT TO A CER77RCATE OF AC770M DATED "THIS PLAN IS SUBJECT TO A SPECIAL PERMIT DATED _ GA TE \ - CHAIN LINK FENCE ------ � 24 "-T'' \' 1.' THE TOPOGRAPHY AND SI7E DETAIL DEPIC7I D HEREON WERE OBTAINED - - - - - -- j � \ 1 yy FROM A FIELD SURVEY CONDUCTED ON JANUARY 27, 28, 29, ' �� �'r -20» ✓ VJ 12'' ��i� - -_ FEBRUARY 3, 4, 5, & 10, 1998 BY MERIDIAN ENGINEERING, INC. loll 4 �l ` 7�'�" 2. THE LOCUS PROPERTY IS DEPIC7E0 AS LOT 115 & 116 "'` THE TOWN' OF LEXINGTON • -432 24' / _ ASSESSORS MAP 63. THE LOCA770M OF ALL UNDERGROUND U77U77ES SHOWN ARE APPROXIMATE J , \ '` - - AND ARE BASED UPON A PAR77AL FIELD SURVEY AND COMPILA770N OF PLANS OF RECORD. MERIDIAN ENGINEERING INC. DOES NOT WARRANTY -_- -- - - �_� NOR GUARANTEE THE LOCA77ON OF ALL UTILIAES DEPICTED OR NOT 3 7P11A ® / � \ � SEWER MANHOLE DEPICTED. THE CON7RACTOR, PRIOR TO COMMENCEMENT OF CONSTRUCTION,' 1 r" ° oo - ?p i \ - 210 --..- ® SHALL VERIFY THE LOCA77ON OF ALL U77U77E5 AND CONTACT DIG SAFE CATCH BASIN" AT 1- 800 - 344-7233. T_" / - -- / i� \ e '` ' - - -- �-- UAUTY POLE .0, 4.' THE SOLE PURPOSE OF THIS PLAN IS TO DEPICT TOP SIlE FEATURES FIRE HYDRANT Q ON 7HE SUBJECT PROPER77ES OG 78� 1 15 / /� \ // 'i6 t - WA TER GATE WATER SERVICE ® I TP �'� 4� RECORD AREA = `L,.9StAc. i ' �� CO ��� 5. ELEVA77ONS DEPICTED ARE BASED ON LEXINGTON SEWER DATUM. { TP/11B �� �2 Z0» ! ° �Q SPOT GRADE + 120.6 STAR77NG BENCHMARK: HYDRANT FRONT CAP BOLT ELEVATION = 250.11 NEAR / a/ AB o STEEL BOLLARD ® HOUSE NUMBER 24 ADAMS STREET. 7P/18 J -_ -_- 1b \ \ y' `�\ W LIGHT ! t /� / j >a 6. FOR SOIL 7ES77NG'INFORMA77ON SEE S17E ANALYSIS PLAN (SHEET 2). /` / / \ \ " DO - Z TELEPHONE MANHOLE © 1 w V TEST PIT LOCA77ON THE -� BE / 1 / 10" i �l 10DOfJ(BLE/ DgitBLE \ ii {� t 4 E �{ �! / 7211^ 10" o U7L17Y POLE W/UGHT 1� SIGN / l�2» i 1 10�/ / \ \ /2 STORM DRAIN { -- -- A \DOUBLE fi — D _ SANITARY SEWER DOUBLE / \ ' -- 4 OVERHEAD WIRES IPLE 18" 4.. /. J i, J8 \ \ 2' CONTOUR _ - - - -- LIBLE 10' CONTOUR f ^� 7P 10� � -- I ' DECIDUOUS TREE { - �1 12" / ..,,20 i / \ CONIFEROUS TREE 3 ` /` + - -`tea �� 1 2/ i i MONUMENT �� 220 10" ! i \ \ NOW OR FORMERLY STONE WALL ` 24" 12" y [ BOOK 7230,1NPAGE 338 B17ZJMINOUS BERM - ZB 7 2 1 1 tNJUB '� I p., _ 'I/- 1412, U / 817UMINOUS CONCRETE BIT. CONC. REINFORCED CONCRETE PIPE RCP 7p E POLYNNYL CHLORIDE PIPE PVC Ya: LOCATION OF THE, \� �,z, '___7 COMPILED WATER SERVICE W5 f fOk _E �, 4...- -5�WH7 SEL�VICE 12" �`i� -- / / COMPILED GAS SERVICE GS 1S UNKNOWN - �UfLAGPOL£ Q 2 STORY 24'• WOOD FRAME } l 09 GARAGE 251 NOW OR FORMERLY ARLENE Z. MILLER BOOK 25758, PAGE 484 (NO VISIBLE PIPES, fl FULL OF DEBRIS) SMH5 RIM = 229.02 INV IN= 220.3± INV. OUT= 220.3± 4» i { COMPILED WA75R MAIN yy � COMPILED GAS MAIN (, € $LE i EXISTING VEGETA7TON LINE LOT L�6 12r� { 5 RECORD AREA= f,831-Ac. I i / 14" i 12 / / BENCHMARK:, TOP OF 8.. /�� �� -- L /� O7 o ! BOULDER FOUND i DOUBLE 7P#4 ELEVATION = 233.96 1 -i / / 1 2 i /20" # { t� 27'EIi 1d0 T 1P 1E \/ 10 11 518.0 T DOUBLE c1 517.95 9 n9P / v \I _ GRAPHIC SCALE SCALE: 1`_-40' j NOW OR FORMERLY j FEET 40 0 20 40 80 160 r HERBERT A. & NOW OR FORMERLY a JANET B. GOLDMAN DEED BOOK 11696, PAGE 183 JAMES M. & 0 )O 20 40 60 CARLEEN FIORE METERS DEED BOOK 1310, PAGE 332 NOW OR FORMERLY j LOUISE B. HATFIELD NOW OR FORMERLY n�T TPT�ORTER TLS E PLAN �7 I ' DEED' BOOK 10940, PAGE 249 NOW OR FORMERLY DEFII Y1 Tt Yri SV17D1SIO P1 tit Y M. GENEVA SMIIHUN TOM, OF LEXINGTON. DEED BOOK 15172, PAGE 235 DEED BOOK 7230, PAGE 339 RECORD OWNERS• PLAN IONS` 43 ADAMS S7REET (LOT 115)i RECORD CONDIT i THE WINDERMERE GROUP, INC. tx oa qs LOCATED IN 55 NGTON, M STREET icy LEXINGTON MASSACHUSETTS LEXINGTON MA 02173 i o RICHARD$ T�T 39 ADAMS S7REET (LOT 116): � (WDDLESEX COUNTY) /r Q Q T1 T { n T� JOHN AND PA7RICtA AUSTIN v D L.J1`i1 �/ 55 HANCOCx SrnEEr PREPARED FOR LEXINGTON, MA 02173 (J� (PUBLIC _ 40' WIDE lti'QA j} �,� THE WINDERMERE CROTP, INC. APPLlCANT.' SCALE: 1 40' DATE. AUGUST 31, 1998 THE WINDERMERE GROUP, INC 55 HANCOCK STREET LEXINGTON, MA 02173 ENGINEERING, INC. REVISIONS 98 HIGH STREET DANVERS, MASSACHUSETTS 01923 TELEPHONE: (978) 739 -9130 RIM = 209.42 INV. /N= 199.11 INV..OU I= 199.11 iz n i $ o BENCHMARK: HYDRANT FRONT CAP BOLT I ELEVA7ION = 213.54 Ai f R a m {c 1? a it CB2 RIM= 224.28 (NO VISIBLE PIPES, w1 v'1 FULL OF DEBRIS) RIM RIM =224, 45 COW (FULL OF WATER, NO VISIBLE PIPES RIU= RIM= 224 - 83 INV IN =217 4± INV.OUT =217 4t s4" 14' 1 TPf'12 „- �y - �e "THIS PLAN 1S SUBJECT TO "A COVENANT DATED 41.1 "THIS PLAN IS SUBJECT TO A CER77RCATE OF AC770M DATED "THIS PLAN IS SUBJECT TO A SPECIAL PERMIT DATED _ GA TE \ - CHAIN LINK FENCE ------ � 24 "-T'' \' 1.' THE TOPOGRAPHY AND SI7E DETAIL DEPIC7I D HEREON WERE OBTAINED - - - - - -- j � \ 1 yy FROM A FIELD SURVEY CONDUCTED ON JANUARY 27, 28, 29, ' �� �'r -20» ✓ VJ 12'' ��i� - -_ FEBRUARY 3, 4, 5, & 10, 1998 BY MERIDIAN ENGINEERING, INC. loll 4 �l ` 7�'�" 2. THE LOCUS PROPERTY IS DEPIC7E0 AS LOT 115 & 116 "'` THE TOWN' OF LEXINGTON • -432 24' / _ ASSESSORS MAP 63. THE LOCA770M OF ALL UNDERGROUND U77U77ES SHOWN ARE APPROXIMATE J , \ '` - - AND ARE BASED UPON A PAR77AL FIELD SURVEY AND COMPILA770N OF PLANS OF RECORD. MERIDIAN ENGINEERING INC. DOES NOT WARRANTY -_- -- - - �_� NOR GUARANTEE THE LOCA77ON OF ALL UTILIAES DEPICTED OR NOT 3 7P11A ® / � \ � SEWER MANHOLE DEPICTED. THE CON7RACTOR, PRIOR TO COMMENCEMENT OF CONSTRUCTION,' 1 r" ° oo - ?p i \ - 210 --..- ® SHALL VERIFY THE LOCA77ON OF ALL U77U77E5 AND CONTACT DIG SAFE CATCH BASIN" AT 1- 800 - 344-7233. T_" / - -- / i� \ e '` ' - - -- �-- UAUTY POLE .0, 4.' THE SOLE PURPOSE OF THIS PLAN IS TO DEPICT TOP SIlE FEATURES FIRE HYDRANT Q ON 7HE SUBJECT PROPER77ES OG 78� 1 15 / /� \ // 'i6 t - WA TER GATE WATER SERVICE ® I TP �'� 4� RECORD AREA = `L,.9StAc. i ' �� CO ��� 5. ELEVA77ONS DEPICTED ARE BASED ON LEXINGTON SEWER DATUM. { TP/11B �� �2 Z0» ! ° �Q SPOT GRADE + 120.6 STAR77NG BENCHMARK: HYDRANT FRONT CAP BOLT ELEVATION = 250.11 NEAR / a/ AB o STEEL BOLLARD ® HOUSE NUMBER 24 ADAMS STREET. 7P/18 J -_ -_- 1b \ \ y' `�\ W LIGHT ! t /� / j >a 6. FOR SOIL 7ES77NG'INFORMA77ON SEE S17E ANALYSIS PLAN (SHEET 2). /` / / \ \ " DO - Z TELEPHONE MANHOLE © 1 w V TEST PIT LOCA77ON THE -� BE / 1 / 10" i �l 10DOfJ(BLE/ DgitBLE \ ii {� t 4 E �{ �! / 7211^ 10" o U7L17Y POLE W/UGHT 1� SIGN / l�2» i 1 10�/ / \ \ /2 STORM DRAIN { -- -- A \DOUBLE fi — D _ SANITARY SEWER DOUBLE / \ ' -- 4 OVERHEAD WIRES IPLE 18" 4.. /. J i, J8 \ \ 2' CONTOUR _ - - - -- LIBLE 10' CONTOUR f ^� 7P 10� � -- I ' DECIDUOUS TREE { - �1 12" / ..,,20 i / \ CONIFEROUS TREE 3 ` /` + - -`tea �� 1 2/ i i MONUMENT �� 220 10" ! i \ \ NOW OR FORMERLY STONE WALL ` 24" 12" y [ BOOK 7230,1NPAGE 338 B17ZJMINOUS BERM - ZB 7 2 1 1 tNJUB '� I p., _ 'I/- 1412, U / 817UMINOUS CONCRETE BIT. CONC. REINFORCED CONCRETE PIPE RCP 7p E POLYNNYL CHLORIDE PIPE PVC Ya: LOCATION OF THE, \� �,z, '___7 COMPILED WATER SERVICE W5 f fOk _E �, 4...- -5�WH7 SEL�VICE 12" �`i� -- / / COMPILED GAS SERVICE GS 1S UNKNOWN - �UfLAGPOL£ Q 2 STORY 24'• WOOD FRAME } l 09 GARAGE 251 NOW OR FORMERLY ARLENE Z. MILLER BOOK 25758, PAGE 484 (NO VISIBLE PIPES, fl FULL OF DEBRIS) SMH5 RIM = 229.02 INV IN= 220.3± INV. OUT= 220.3± 4» i { COMPILED WA75R MAIN yy � COMPILED GAS MAIN (, € $LE i EXISTING VEGETA7TON LINE LOT L�6 12r� { 5 RECORD AREA= f,831-Ac. I i / 14" i 12 / / BENCHMARK:, TOP OF 8.. /�� �� -- L /� O7 o ! BOULDER FOUND i DOUBLE 7P#4 ELEVATION = 233.96 1 -i / / 1 2 i /20" # { t� 27'EIi 1d0 T 1P 1E \/ 10 11 518.0 T DOUBLE c1 517.95 9 n9P / v \I _ GRAPHIC SCALE SCALE: 1`_-40' j NOW OR FORMERLY j FEET 40 0 20 40 80 160 r HERBERT A. & NOW OR FORMERLY a JANET B. GOLDMAN DEED BOOK 11696, PAGE 183 JAMES M. & 0 )O 20 40 60 CARLEEN FIORE METERS DEED BOOK 1310, PAGE 332 NOW OR FORMERLY j LOUISE B. HATFIELD NOW OR FORMERLY n�T TPT�ORTER TLS E PLAN �7 I ' DEED' BOOK 10940, PAGE 249 NOW OR FORMERLY DEFII Y1 Tt Yri SV17D1SIO P1 tit Y M. GENEVA SMIIHUN TOM, OF LEXINGTON. DEED BOOK 15172, PAGE 235 DEED BOOK 7230, PAGE 339 RECORD OWNERS• PLAN IONS` 43 ADAMS S7REET (LOT 115)i RECORD CONDIT i THE WINDERMERE GROUP, INC. tx oa qs LOCATED IN 55 NGTON, M STREET icy LEXINGTON MASSACHUSETTS LEXINGTON MA 02173 i o RICHARD$ T�T 39 ADAMS S7REET (LOT 116): � (WDDLESEX COUNTY) /r Q Q T1 T { n T� JOHN AND PA7RICtA AUSTIN v D L.J1`i1 �/ 55 HANCOCx SrnEEr PREPARED FOR LEXINGTON, MA 02173 (J� (PUBLIC _ 40' WIDE lti'QA j} �,� THE WINDERMERE CROTP, INC. APPLlCANT.' SCALE: 1 40' DATE. AUGUST 31, 1998 THE WINDERMERE GROUP, INC 55 HANCOCK STREET LEXINGTON, MA 02173 ENGINEERING, INC. REVISIONS 98 HIGH STREET DANVERS, MASSACHUSETTS 01923 TELEPHONE: (978) 739 -9130