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Home My WebLink AboutLL-1430IRON PIPE FOUND SEE DETAIL 'C' IRON P/PE DETAIL FOUND Zc',TPOLE N/F GABLER REALTY TRUST LAND COURT CERT11237085 LOTS 8 & 10 ON PLAN 233158 LOT 12 ON PLAN 23315C TOWN MAP 28 PARCEL 37B IRON PIPE FOUND SEE DETAIL 'D'I i 1 1 1 1 1 ' scoo � 4 / cli 2 r 1 \ \ IRON PI \ FOU SEE DETAIL IRON PIPE FOUND DETAIL 'E' 0 EASEMENT DESCRIBED IN 'UMENTf 1213167 BOARD N/F NOW RD . TARL W LAND C URTMCERT.# 51070 LOT 15 ONPLAN 2315D TOWN M P 28 PARCEL 38F S51'34'00"E'98.00' r S51'34'00"E 149.73' DRILL HOLE' TO SCALE LOT 20 --' SET uj 0. 2,411 S. F. po 4 co S51'34'00"E 0.0553 AC.t MADE BETWEEN MEASUREMENTS OF A BASELINE OF 451.74' t 63.00' -. zo r LOT 19 To S, M O UTILITY EASEMENT 6 580 S.F.t, R£BAR WITH CAP SET y ASICRIBED /N CUMENTy 1025416 0,1511 AC.f hl MADE TO VERIFY THE PRIMARY MEASUREMENTS. IRON PIPE FOUND SEE DETAIL 'D'I i 1 1 1 1 1 ' scoo � 4 / cli 2 r 1 \ \ IRON PI \ FOU SEE DETAIL IRON PIPE FOUND DETAIL 'E' 0 EASEMENT DESCRIBED IN 'UMENTf 1213167 BOARD N/F NOW RD . TARL W LAND C URTMCERT.# 51070 LOT 15 ONPLAN 2315D TOWN M P 28 PARCEL 38F S51'34'00"E 220.26' SHOWN TO BE SET NOT FOUNDRR S51'34'00"E'98.00' r LOCUS NOT TO SCALE LOT 20 SHOW ON THIS PLAN WERE FOUND, AS SHOWN, ON SEPTEMBER 0. 2,411 S. F. po 4 20. S51'34'00"E 0.0553 AC.t MADE BETWEEN MEASUREMENTS OF A BASELINE OF 451.74' MEASURED WITH THE 63.00' -. zo r AND MEASURED WITH To S, M O 2411: 5.) IN ACCORDANCE WITH SECTION 2.1.3.4.8 OF THE 2006 LAND COURT MANUAL OF INSTRUCTIONS SECONDARY hl MADE TO VERIFY THE PRIMARY MEASUREMENTS. �I I I •, I I rp-ih ^� CAP SET 00 1N s f f SPIKE EBAR WITH CAP SET 20.0 - T 134' 0"E j I i I ( io �M I I I I I I I I toto N S �I N 20.t15 M T O� 1 Q-3AI� _ LOCUE 0 N 00 �M 60 z f M itf f s Fr P a P936 JNN )8 I .Pl�PN ^ F, 88 'P' S S51'34'00"E 220.26' SHOWN TO BE SET NOT FOUNDRR S51'34'00"E'98.00' r ERROR DIRECTION = SET LOT 20 SHOW ON THIS PLAN WERE FOUND, AS SHOWN, ON SEPTEMBER 0. 2,411 S. F. po 4.) IN ACCORDANCE WITH SECTION 2.1.3.4.7 OF THE 2006 20. S51'34'00"E 0.0553 AC.t MADE BETWEEN MEASUREMENTS OF A BASELINE OF 451.74' MEASURED WITH THE 63.00' -. zo r AND MEASURED WITH o i S, M O IN AGREEMENT WITH EACH OTHER. 5.) IN ACCORDANCE WITH SECTION 2.1.3.4.8 OF THE 2006 EXISTING DRI VEWA Y LOT 18 55,454 S.F.t. 1.2730 AC. t 45.8'.± CORNER BOARD IRON PIPE SHOWN AS TO BE SET NOT FOUND ` J 1 CONCRETE BOUND/ DRILL HOLE SHOWN AS TO BE SET NOT FOUND 20.71' STONE BOUND\ DRILL HOLE FOUND DETAIL A' HELD FOR DIRECTION STONE BOUND/ N51'34'00"W 1 DRILL HOLE FOUND — SEE DETAIL 'A' 52.86' N51'34'00"W 10.00' REBARWITH CAP SET N i \ Os?O t IRON PIPE LOT 21N 762 S.F.t. .0175 AC. RIGHT OF WAY EASEMENT AS SHOWN ON PLAN 23315A EDGE OF PAVEMENT IND 0 ERROR DIRECTION = N63'35'40"W �.( SHOW ON THIS PLAN WERE FOUND, AS SHOWN, ON SEPTEMBER I 4.) IN ACCORDANCE WITH SECTION 2.1.3.4.7 OF THE 2006 LAND COURT MANUAL OF INSTRUCTIONS A COMPARISON WAS MADE BETWEEN MEASUREMENTS OF A BASELINE OF 451.74' MEASURED WITH THE 18.00' AND MEASURED WITH o i 1'34'00'V IN AGREEMENT WITH EACH OTHER. 5.) IN ACCORDANCE WITH SECTION 2.1.3.4.8 OF THE 2006 LAND COURT MANUAL OF INSTRUCTIONS SECONDARY hl MADE TO VERIFY THE PRIMARY MEASUREMENTS. �I I I •, I I EBAR WITH( j CAP SET 00 SPIKE EBAR WITH CAP SET 20.0 - T 134' 0"E j I i I ( io I I I I I I I I toto N Lo �I N NI M O� �N 0 N 00 60 z M I 20.00' �. MAG NAIL FOUND — SEE DETAIL B' SUMMER STREET (STATE HIGHWAY LAYOUT - 50' WIDE) LOT 10 5,580 S.F.f. 0.1281 AC.f RIGHTS IN PORTION OF RIGHT OF WAY TO BE DISCONTINUED N/F GABLER REALTY TRUST LAND COURT CERT.#237085 LOTS 8 & 10 ON PLAN 233158 LOT 12 ON PLAN 23315C TOWN MAP 28 PARCEL 373 MAGNETIC O NAIL O FOUND I DETAIL '8' N51'34'00"W 1 C N V) PAMELA ROSENGARD 12 SUMMER STREET LEXINGTON, MA REFERENCE MIDDLESEX REGISTRY OF DEEDS SOUTH DISTRICT LAND COURT CERT.# 240721 LAND COURT PLAN 23315 D ZONING DISTRICT RO TOWN MAP 28 PARCELS 38E & 38H PLANNING BOARD APPROVAL UNDER SUBDIVISION CONTROL LAW NOT REQUIRED LEXINGTON PLANNING BOARD t�TU (\L i 1 1 daa5 DATE THE ENDORSEMENT ABOVE IS NOT A DETERMINATION BY THE PLANNING BOARD AS TO COMPLIANCE WITH THE ZONING BYLAW HELD FOR POSITION CONCRETE BOUND/ DRILL HOLE FOUND NO. I DATE REVISIONS 179.46' N51'34'007 .- 7 NOTES: 1.) ALL TRAVERSE LINES WERE MEASURED WITH AN ELECTRONIC MEASURING INSTRUMENT. (ACCURACY = 2mm + 2ppm) 2.) PRECISION = 1 : 26,027 CLOSURE ERROR = 0.0374 ERROR DIRECTION = N63'35'40"W 3.) THE MONUMENTS SHOW ON THIS PLAN WERE FOUND, AS SHOWN, ON SEPTEMBER 26, 2023 AND OCTOBER 8, 2024. 4.) IN ACCORDANCE WITH SECTION 2.1.3.4.7 OF THE 2006 LAND COURT MANUAL OF INSTRUCTIONS A COMPARISON WAS MADE BETWEEN MEASUREMENTS OF A BASELINE OF 451.74' MEASURED WITH THE SAME INSTRUMENT USED IN THE SURVEY AND MEASURED WITH A STEEL TAPE AND THE TWO MEASUREMENTS WERE IN AGREEMENT WITH EACH OTHER. 5.) IN ACCORDANCE WITH SECTION 2.1.3.4.8 OF THE 2006 LAND COURT MANUAL OF INSTRUCTIONS SECONDARY MEASUREMENTS WERE MADE TO VERIFY THE PRIMARY MEASUREMENTS. 7 CERTIFY THAT TH/S PLAN WAS DRAWN FROM AN ACTUAL SURREY MADE ON THE GROUND IN ACCORDANCE WITH THE LAND COURT INSTRUCT/ONS OF 2006 ON SEPTEMBER 26, 2023 ah/t+ DATE ED PROFESSIONAL LAND SURVEYOR 7 CERTIFY TYAT AS OF THE DATE OF THIS S61Rl7EY, THE MONUMENTS CONTROLLING PRIOR PLANS ARE IN THE GROUND AS SHOWN AND DESCRIBED HEREON. / FURTHER CERTIFY THAT ANY ADDITIONAL MONUMENTS SHOWN HEREON HARE BEEN SET IN ACCORDANCE WITH 7H£ LAND COURT /N57RUCRONS OF 2006 AS OF 7HE DATE OF THIS SURREY. " DATE A n _ REG$rERED PROFESSIONAL LAND SURVEYOR NOTES: 1) PARCELS 19, 20, & 21 CANNOT BE USED FOR THE SITE FOR A BUILDING, THEY ARE SHOWN FOR CONVEYANCE PURPOSES ONLY. JUL 14 2025 FILED L-0* Iq,aC) a► PLAN OF LAN19 LOCATED IN LEXINGTON, MASSACHUSETTS (MIDDLESEX COUNTY) No. 12 SUMMER STREET BEING A DIVISION OF LOTS 16 & 17 SHOATN ON LAND COURT PLAiV 23315-D (CREATING 4 LOTS)'I SCALE: 1 " = 20' DATE: NOVETMBER 20, 2024 PREPARED BY STAMSKI AND MCNARY, INC 1000 MAIN STREET ACTON, MA ENGINEERING — PLANNING — SURVEYING RESPONSIBLE SURVEYOR —JOSEPH MARCH No. 36384 PHONE: (978) 263-8585 0 10 20 40 60 80 FT (6253.LC.AN'R.WKSHEET.dwg) 12 Summer Street SM -6253 t.�u �, iornNc -143a