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Home My WebLink AboutSD-373-4co &Qzm, 1. THE S17E DETAIL AND SURFACE IMPROVEMENTS DEPICTED HEREON WERE OBTAINED FROM A FIELD SURVEY CONDUCTED ON SEPTEMBER 3, 4, & 5, 1996 BY MERIDIAN ENGINEERING, INC. 2 LOTS DEPICTED ARE LOCATED IN THE RO DISTRICT (ONE FAMILY DWELLING). J. LOT A 16 DEPICTED AS ASSESSOR'S PARCEL No, 137 ON THE TOWN OF LEXINGTON ASSESSOR'S MAP 69, LOTS B & C ARE DEPICTED AS PARCEL 62C ON THE THE ASSESSOR'S MAP 69 4. THIS PLAN DOES NOT SHOW ANY UNRECORDED OR UNWRITTEN EASEMENTS WHICH MAY EXIST, A REASONABLE AND DILIGENT ATTEMPT HAS BEEN MADE TO OBSERVE ANY APPARENT, VISIBLE USES OF THE LAND, • HOWEVER, THIS DOES NOT CONSTITUTE A GUARANTEE THAT NO SUCH EASEMENTS EXIST. 5. OWNER /APPLICANT,• WWNETUCKET REALTY, INC. 424 MARRETT ROAD LEXINGTON, MASSACHUSETTS 02173 6. THE LOCATION OF ALL UNDERGROUND UTILITIES SHOWN ARE APPROXIMATE AND ARE BASED UPON A PAR77AL FIELD SURVEY AND COMPILA77ON OF PLANS OF RECORD, MERIDIAN ENGINEERING, INC. DOES NOT WARRANTY NOR GUARANTEE THE LOCATION OF ALL UTILITIES DEPICTED OR NOT DEPICTED. THE CONTRACTOR, PRIOR TO COMMENCEMENT OF CONSTRUCTION, SHALL VERIFY THE LOCATION OF ALL UTILITIES AND CONTACT DIG SAFE AT 4- 800 - 322 - 4844. 7, STAR77NG BENCHMARK: HYDRANT SPINDLE ON NORTH SIDE OF ADAMS STREET IN FRONT OF 02 ADAMS STREET, ELEV. =211,48, TAKEN FROM PLAN ENT17LED "ADAMS STREET SEWER, LEXINGTON, MASS." PREPARED BY WHITMAN & HOWARD ENGINEERS, DATED JUNE, 1955. 8. EDGE OF VEGETATED WETLAND AREAS WERE DEMARCATED BY THE PRENTISS COMPANY ON APRIL 29, 1996. AN ORDER OF CONDITIONS WAS ISSUED BY THE LEXINGTON CONSERVATION COMMISSION ON JULY 7, 1996. 9. THE EXACT LOCATION OF THE PROPOSED WATER AND SEWER SERVICE LINES SHALL BE DETERMINED IN THE FIELD. THE RUBBLE WALL SHALL BE RECONSTRUCTED AFTER THE LINES HAVE BEEN INSTALLED. FOR REGISTRY OF DEEDS USE ONLY v y ADAMS PROPOSED 6" HIGH EARTH BERM PROPOSED LEACH= DRYWELLS (NOT TO SCALE) ROOF LEADER FINISHED GRADE SURCHARGE PIPE MANHOLE COVER TO GRADE SPLASH % "' jBLOCK 1 MIN. f2° COVER FINISHED GRADE PROPOSED BUILDING FOUNDAT70N PVC INLET T APPROVED BY LEXINGTON PLANNING BOARD MIRAFI FJL TER FABRIC - -2% SLOPE „�„nncrn nAIVFWAY :III II 112" WASHED ;111 1111 STONE l- STONE TRENCH DETAIL sMHj8 R=197.80 (NOT TO SCALE) INV.(1N)= 190.21 1NV (1N)- 185.8E INV. (N) -185, 8± INV. (OUT) = 185.6± CB #9 R=19715 INV. (IN)- 193.5± INV. (1N) =193.51 . 1NV. (OUT) = 193.4± -�" �112- WASHED FILTER FABRIC CRUSHED STONE AST DRYW£LL 7' -2" 3 CONCRETE 16' X 16 '(PD OVED INC. r 13'X 13'(PDW2) 4 —t 7/2" WASHED CRUSHED `O •� (° ° ° ° / STONE PRECAST DRYWELLS ROOF DRAIN FROM ° e MANHOLE COVER TO BUILDING e� °° ° 1 GRADE (TYP.) FILTER FABRIC AROUND PERIMETER OF EXCAVATION — PIT (TYR) DATE I DECLARE, TO THE BEST OF MY PROFESSIONAL KNOWLEDGE, INFORMATION, AND BELIEF, THAT THIS PLAN WAS PREPARED IN ACCORDANCE WITH THE RULES AND REGULA77ONS OF 771E REGISTERS OF DEEDS __ il °ii_ FOR f&RIDIAN tNGIWERING, INC. DATE MAINTAIN A MINIMUM VERTICAL SEPARATION OF TWO (2) FEET FROM THE BOTTOM OF THE DRYWELL TO SEASONAL HIGH GROUNDWATER. PERCOLATION RATE OF 0,004 FT/MIN. WAS ESTABLISHED BASED ON SOIL 7ES77NG PERFORMED BY ME1 ON MAY 9, 1996. VOID RA710 OF CRUSHED STONE. 0.35 ADAMS ADAMS —METAL RAIL TO BE REPLACED W1TH- 6 x 10 WOOD RAIL (TYR) 2 x 6 RAIL TO BE INSTALLED ON WALKWAY SIDE (TYR) I,- - - - -Im A_! `Wr � - - - -, CLERK OF THE TOWN OF LEXINGTON, MASSACHUSETTS" HEREBY CERTIFY THAT THE NOTICE OF APPROVAL OF THIS PLAN BY 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 NOTICE. hA" — 5I tl$ TOWN CL K DA E "THIS PLAN IS SUBJECT TO A COVENANT DATED _I_' $q $- - - -, -- "THIS PLAN IS SUBJECT TO A CERTIFICATE OF ACTION DATED I d1� 91 - -" "THIS PLAN IS SUBJECT TO A SPECIAL PERMIT DATED 2aL$ r qT —_" POST / t(:£•/itU' TWO f" x 1" SUPPORT NET WOOD STAKES O STONE BOUND RL7ER FABRIC HAYBALE T STONE WALL -8" (TYPE UNKNOWN) PROP. PROPOSED 5� F.F.E. FINISHED FLOOR ELEVATION BACKRLL OHW— EXISTING OVERHEAD WIRES V. �^q ` CB#1 o R =79732 S EXISTING SEWER LINE INV..(OUT)=193 �- GO��(� -WS WS- EXISTING WATER SERVICE N w -c N� m z iQ z o o � o s o XrO� NOW OR FORMERLY l 6 MARTIN & S CONSTANCE SCHATZOFF DEED BOOK 11520, PAGE 455 \ �qa ilt, j REMAINS OF---' 6J , , WF, 7 STONE WALLq W0/ NF illjL NOW OR FORMERLY ELLA M. BAYLISS DEED BOOK 17191 PAGE 463 EXIST, 2 STORY WOOD FRAME DWELL No. 92 ADAMS STREET 8/T CONC, DRIVEWAY F -SS SS- EUNDERGROUND �� TABLE QE DEVELQPA OE DATA (ZONING DISTRICT IS RO) a CaLOT 7E� PROPOSED TELEPHONE, TELEPHONE ELECTRIC & CABLE' A & B LOT C TOT& cD L TOTAL LAND AREA 537321SF, 33,5691SF, 87,301tSF. SS ------ W- PROPOSED SEWER SERVICE EXISTING AREA IN VEGETATED WETLANDS 831 S.F. 0 S.F. 831 SF. g L 1-G /CAL ® ®® PROPOSED LIMIT OF WORK LINE NOT TO SCALE Y QO DEVELOPABLE S17E AREA: 53,6491SF, 335691SF. 87,218tS.F, NOW OR FORMERLY s �F�so SITE COVERAGE OF BUILDINGS- 3,630 S.F. 2,660 SF 6,290 S.F. 0 y % COVERAGE OF BUILDINGS 6% t 8% t 7% t DEED BOOK 125208, PAGE 335 Ply o¢ AREA COVERED WITH IMPERVIOUS SURFACE: 4,035E SF. 2,6301 S.F. 6,6651 SF. R= 198.92 EAST ST. TOTAL JMPERWDVS SURFACE AREA: 7,665± S.F. 5,290± SF. 12,9551 SF. IMPERVIOUS SURFACE RATIO: 14% 16% 15% LfiCUS MA T° NOW OR FORMERLY INV. (OUT) = 194.7± SHELDON A. & KAREN J. NOT TO SCALE C8 c8#5 5 SPECTOR co &Qzm, 1. THE S17E DETAIL AND SURFACE IMPROVEMENTS DEPICTED HEREON WERE OBTAINED FROM A FIELD SURVEY CONDUCTED ON SEPTEMBER 3, 4, & 5, 1996 BY MERIDIAN ENGINEERING, INC. 2 LOTS DEPICTED ARE LOCATED IN THE RO DISTRICT (ONE FAMILY DWELLING). J. LOT A 16 DEPICTED AS ASSESSOR'S PARCEL No, 137 ON THE TOWN OF LEXINGTON ASSESSOR'S MAP 69, LOTS B & C ARE DEPICTED AS PARCEL 62C ON THE THE ASSESSOR'S MAP 69 4. THIS PLAN DOES NOT SHOW ANY UNRECORDED OR UNWRITTEN EASEMENTS WHICH MAY EXIST, A REASONABLE AND DILIGENT ATTEMPT HAS BEEN MADE TO OBSERVE ANY APPARENT, VISIBLE USES OF THE LAND, • HOWEVER, THIS DOES NOT CONSTITUTE A GUARANTEE THAT NO SUCH EASEMENTS EXIST. 5. OWNER /APPLICANT,• WWNETUCKET REALTY, INC. 424 MARRETT ROAD LEXINGTON, MASSACHUSETTS 02173 6. THE LOCATION OF ALL UNDERGROUND UTILITIES SHOWN ARE APPROXIMATE AND ARE BASED UPON A PAR77AL FIELD SURVEY AND COMPILA77ON OF PLANS OF RECORD, MERIDIAN ENGINEERING, INC. DOES NOT WARRANTY NOR GUARANTEE THE LOCATION OF ALL UTILITIES DEPICTED OR NOT DEPICTED. THE CONTRACTOR, PRIOR TO COMMENCEMENT OF CONSTRUCTION, SHALL VERIFY THE LOCATION OF ALL UTILITIES AND CONTACT DIG SAFE AT 4- 800 - 322 - 4844. 7, STAR77NG BENCHMARK: HYDRANT SPINDLE ON NORTH SIDE OF ADAMS STREET IN FRONT OF 02 ADAMS STREET, ELEV. =211,48, TAKEN FROM PLAN ENT17LED "ADAMS STREET SEWER, LEXINGTON, MASS." PREPARED BY WHITMAN & HOWARD ENGINEERS, DATED JUNE, 1955. 8. EDGE OF VEGETATED WETLAND AREAS WERE DEMARCATED BY THE PRENTISS COMPANY ON APRIL 29, 1996. AN ORDER OF CONDITIONS WAS ISSUED BY THE LEXINGTON CONSERVATION COMMISSION ON JULY 7, 1996. 9. THE EXACT LOCATION OF THE PROPOSED WATER AND SEWER SERVICE LINES SHALL BE DETERMINED IN THE FIELD. THE RUBBLE WALL SHALL BE RECONSTRUCTED AFTER THE LINES HAVE BEEN INSTALLED. FOR REGISTRY OF DEEDS USE ONLY v y ADAMS PROPOSED 6" HIGH EARTH BERM PROPOSED LEACH= DRYWELLS (NOT TO SCALE) ROOF LEADER FINISHED GRADE SURCHARGE PIPE MANHOLE COVER TO GRADE SPLASH % "' jBLOCK 1 MIN. f2° COVER FINISHED GRADE PROPOSED BUILDING FOUNDAT70N PVC INLET T APPROVED BY LEXINGTON PLANNING BOARD MIRAFI FJL TER FABRIC - -2% SLOPE „�„nncrn nAIVFWAY :III II 112" WASHED ;111 1111 STONE l- STONE TRENCH DETAIL sMHj8 R=197.80 (NOT TO SCALE) INV.(1N)= 190.21 1NV (1N)- 185.8E INV. (N) -185, 8± INV. (OUT) = 185.6± CB #9 R=19715 INV. (IN)- 193.5± INV. (1N) =193.51 . 1NV. (OUT) = 193.4± -�" �112- WASHED FILTER FABRIC CRUSHED STONE AST DRYW£LL 7' -2" 3 CONCRETE 16' X 16 '(PD OVED INC. r 13'X 13'(PDW2) 4 —t 7/2" WASHED CRUSHED `O •� (° ° ° ° / STONE PRECAST DRYWELLS ROOF DRAIN FROM ° e MANHOLE COVER TO BUILDING e� °° ° 1 GRADE (TYP.) FILTER FABRIC AROUND PERIMETER OF EXCAVATION — PIT (TYR) DATE I DECLARE, TO THE BEST OF MY PROFESSIONAL KNOWLEDGE, INFORMATION, AND BELIEF, THAT THIS PLAN WAS PREPARED IN ACCORDANCE WITH THE RULES AND REGULA77ONS OF 771E REGISTERS OF DEEDS __ il °ii_ FOR f&RIDIAN tNGIWERING, INC. DATE MAINTAIN A MINIMUM VERTICAL SEPARATION OF TWO (2) FEET FROM THE BOTTOM OF THE DRYWELL TO SEASONAL HIGH GROUNDWATER. PERCOLATION RATE OF 0,004 FT/MIN. WAS ESTABLISHED BASED ON SOIL 7ES77NG PERFORMED BY ME1 ON MAY 9, 1996. VOID RA710 OF CRUSHED STONE. 0.35 ADAMS ADAMS —METAL RAIL TO BE REPLACED W1TH- 6 x 10 WOOD RAIL (TYR) 2 x 6 RAIL TO BE INSTALLED ON WALKWAY SIDE (TYR) I,- - - - -Im A_! `Wr � - - - -, CLERK OF THE TOWN OF LEXINGTON, MASSACHUSETTS" HEREBY CERTIFY THAT THE NOTICE OF APPROVAL OF THIS PLAN BY 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 NOTICE. hA" — 5I tl$ TOWN CL K DA E "THIS PLAN IS SUBJECT TO A COVENANT DATED _I_' $q $- - - -, -- "THIS PLAN IS SUBJECT TO A CERTIFICATE OF ACTION DATED I d1� 91 - -" "THIS PLAN IS SUBJECT TO A SPECIAL PERMIT DATED 2aL$ r qT —_" POST / t(:£•/itU' TWO f" x 1" SUPPORT NET WOOD STAKES O STONE BOUND RL7ER FABRIC HAYBALE T STONE WALL -8" (TYPE UNKNOWN) PROP. PROPOSED 5� F.F.E. FINISHED FLOOR ELEVATION BACKRLL OHW— EXISTING OVERHEAD WIRES V. �^q ` CB#1 o R =79732 S EXISTING SEWER LINE INV..(OUT)=193 �- GO��(� -WS WS- EXISTING WATER SERVICE N w -c N� m z iQ z o o � o s o XrO� NOW OR FORMERLY l 6 MARTIN & S CONSTANCE SCHATZOFF DEED BOOK 11520, PAGE 455 \ �qa ilt, j REMAINS OF---' 6J , , WF, 7 STONE WALLq W0/ NF illjL NOW OR FORMERLY ELLA M. BAYLISS DEED BOOK 17191 PAGE 463 EXIST, 2 STORY WOOD FRAME DWELL No. 92 ADAMS STREET 8/T CONC, DRIVEWAY F -SS SS- EUNDERGROUND �� \QO 5 7E� PROPOSED TELEPHONE, TELEPHONE ELECTRIC & CABLE' � 1 pP�� NATIVE Sat - NS' PROPOSED WATER SERVICE P4 J� OF SS ------ W- PROPOSED SEWER SERVICE yP0 TYP 57L TA Tl0iM11 FENQE g L 1-G /CAL ® ®® PROPOSED LIMIT OF WORK LINE NOT TO SCALE ��,O,Pa POW PROPOSED DRYWELL NOW OR FORMERLY 0 EXISTING DECIDUOUS TREE TO REMAIN BERNARD M. & JAN L. 0 EXISTING CONIFEROUS TREE TO REMAIN GUNTHER ' DEED BOOK 125208, PAGE 335 AL AL EDGE OF BORDERING VEGETATED WETLANDS SMH#7 R= 198.92 INV. (OUT) = 193.01- C8#6 R= 198.59 IN V. (/N) =194.81- NOW OR FORMERLY INV. (OUT) = 194.7± SHELDON A. & KAREN J. C8 c8#5 5 SPECTOR 58 DEED BOOK 205181, PAGE 158 INV. (OUT)= 195.0- BENCHMARK.• HYDRANT PROP, 8" FRONT CAP BOLT PVC SEWER ELEV, =20251 NOW OR FORMERLY MAIN MIRIAM BRANDES DEED BOOK 10345, PAGE 294 `. J LOT C o q4� / 0 v BDCORN 4p E WOOD v pDwfe- ly �1! /ppUS'1/ V i WOOD x W POST £rA I1��OF� BARB WIRE Iii cCl N LOCUS DEED: DEED BOOK 25715, PAGE 59 LOCUS PLAN: PLAN No. 408, OF 1973 - PLAN No. 795 OF 1935 - PLAN No. 1630 OF 1946 - PLAN No. 1561 OF 1951 - PLAN No, 1413 OF 1952 ao - PLAN No. 1482 OF 1953 * 6 - PLAN No. 1804 OF 1956 * - PLAN No. 1039 OF 1961 * \ - PLAN No. 24 OF 1963 - PLAN No. 500 OF 1963 - PLAN No. 971 OF 1965 \ O8 NOW OR FORMERLY - PLAN No. 1374 OF 1965 * 2 JULIUS & CHARLENE - PLAN No. 1D44 OF 1966 * PERL - PLAN No. 1158 OF 1966 * DEED BOOK 25019, PAGE 519- PLAN No, 1281 OF 1971 * - PLAN No. 406 OF 1973 \ - PLAN No, 1285 OF 1957 ® 2jo - DEED BOOK 6886, PAGE 139 * - DEED BOOK 7107, PAGE 316 * - 1945 MIDDLESEX COUNTY LAYOUT RECORDED IN ® 2 2 BOOK OF PLANS No. 434, PLANS 5 -9 - DEED BOOK 6886, PAGE 139 (COUNTY LAYOUT OF ADAMS STREET) x,_--214 NOW OR FORMERLY * DOCUMENTS RECORDED AT THE MIDDLESEX EMANUELE M. Jr. & SOUTH REGISTRY OF DEEDS BARBARA I. COSCIA -,_�PAFD BOOK 25119, PAGE 351 CONIFEROUS TREE TO REMAIN (TYR) e s OWN APPLICANT.• / e WWNETUCKET REALTY TRUST 424 MARRETT ROAD LEXINGTON, MASSACHUSETTS 02173 L PROPOSED ry� LIMIT -OF -WORK LINE GRAPHIC SCALE NOW OR FORMERLY SCALE: 1"=40' JOHN E. & KATHLEEN FEET L. CALLAHAN 40 0 20 40 80 160 �a DEED BOOK 18247, PAGE 417 _ ZGa METERS 0 10 20 4O 60 SMH 1 D�fS C O, v r R= 209.97 Fk COl/NDF In ejT C INV. 200:4± yLgY �tiC A J s Q� BENCHMARK. HYDRANT iTyA '6ry / SPINDLE ELEV = 211.48 J S SMNT2 SMH #3 R= 208.66 R= 205.33 \� INV. =200.7- INV(IN)= 198.7f(6'PIPE) AYYYY (8" STUB) INV. (OUT) =198.7± SHUT OFF EXIS77NO WATER SERWOE AND FOR PROPOSED WATER ABANDON EXIST SERVICE LINE PLUG EVS77NO SEWS AND SEWER SERVICE LINES 1 �� WE AT MANHOLE AND U7ILIZE TRENCHES EXCAVATED ABANDON EXIST. SERtWE LINE FOR THE ABANDONMENT OF EXISTING SERVICE LINES SCREENED UNDERGROUND UTILI TY DATA REPRESENTS RECORDED INFORMATION RECOVERED THROUGH RESEARCH WITHOUT EVIDENCE OF SURFACE DEMARCATION, AND WAS NOT FIELD VERIFIED. DWG#2731CON1 (XREF.•2731MAIN) REW 90NS 2 11/26/97 REVISE GRADING AT DRIVEWAY ZJ REW 1 11/10/97 ADD DRYWELL DETAIL, STONE ZJ REW TRENCH, MISC. REVISIONS