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Home My WebLink AboutSD-359C-4x 204.5 O� %�T TR./J1N'td TVi3 aI6. �96 ° f�(/ (PUBLIC - VARIABLE k 206.5 1 NS � 2 REiQ1 OF /' r k STONEWALL 11 �(TYP.) ✓ jj ONO k 1G/l� a° CI 1 Ilk z � � 22� a 222 ------- - - - - -- Q NOW OR FORMERLY 224 -- - - - - -- NOMINEE TRUST o W ROBERT J. HARRIS 226 - -� - - -_\\ a 228 - 27.7 m230 232 - - O 4�i `- ---?Ba + 234.3_ 234 - _ _lg1pLE a 236- -- 8 i-10 NOW OR FORMEROY239.7 / 12 MARK & 240 6 ELIZABETH W. GRYNBERG 6" 15 12 + 243.9 V4 6 8 245.9 8 � .K Di + 244.90 »4 + 245.0 ,K r #II 1� ST. ' HURLING 'i 5.0 i ____ at��2a4✓T 210.7 1 LOT l f v p #g NOW OR FORMERLY 5V 246:9 RUTH A. & LONES SMITH o y� + 248.6 8» BENCHMARK: SPIKE SET \ \\ �� 88 IN U77LITY POLE 11'9 ELEVA770N= 248:79 246 2 -6 + 247. 2. WIRE 0 12" FENCE 248.3 ' Ll P FARM �RQ UP,¢'L286 /10 v/ O S ib 9.2 IN.,. ,--f -� SAW CUT PAVEMENT, BACKRLL Wl1N SUITABLE v o + FILL MATERIAL. REPUCE � 0 \\ EXISTING GRAVEL AND PAVEMENT LAYERS AND }} INFRARED SEAMS k� UDA/it to 11404_PER_ 4r.o i 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 N077CE OF APPEAL WAS RECEIVED DURING TILE TWENTY DAYS NEXT AFTER / SUCH RECEIPT AND RECORDING OF SAID NOTICE. N g�r0 �-Al. 4t� Lee. �Llj I q q(P x n TOWN CLERK -v- LERK DATF $ Y 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. ///%a61-9f /G 77_�l6 FOR MERIDIAN ENGINEERING, INC. ENGINEERING, INC. DATE FOR REGISTRY OF DEEDS USE ONLY V n `?s 1 14" 111212.6 276 r Ott 15 `-278 BUS7REET X20 208.2 N NOW OR FORMERLY EAMES FAMILY TRUST '2Q ELLIOT N. AND THORA E. EAMES SHED 223.8 ,� LOT 3 226 + 225.3 PROPOSED 74 s t V� SAW CUT PAVEMENT, BACKFILL WITH SUITABLE FILL MATERIAL. REPLACE EXISTING GRAVEL AND PAVEMENT LAYERS AND INFRARED SEAMS 208.4 8.8 208.8 UPA29 BENCHMARK. FLANGE CAP BOLT ON HYDRANT ELEVATION =211.34 NOW OR FORMERLY BRIAN E. & ELIZABETH A. COREY 228 20' WIDE + 224.6 Nq 15" t 223.4 UTILITY 15" EASEMENT j --a + 2276 SHED .7 1e 31.2 + 230.6 ,;'y,'>� \ Q DOUBLE �a 5,41 +.'\30.7 t / /p7'.- - + 245 -3 a¢ 1 -� /- CONVERT EXIST. DMH INTO o , 1 ,✓ CATCHBASIN 0 1 1 .• I 31 OI NOW OR FORMERL �k JOHN M. & `i AUDREY F. FLETCHER 0 ti b NOW OR FORp1£RL Gf BERNARD lk ISA J. GOODMAN & 110 Lti�N -.fA DENSITY CALCULATIONS 151,250 SF (TOTAL) -0 SF (WETLAND) = 151,250 SF x .85 g 4.3 DWELLING UNITS 30,0001SF. �k��YYI�tt h226.1 scl tiry TOTAL LAND AREA 151,250± S.F. LENGTH OF STREET 307'± AREA OF RIGHT OF WAY 17,497± S.F. DEVELOPABLE SITE AREA 151,250± S.F. PAVEMENT AREA IN R.O.W. 7,990± S.F. DENSITY CALCULATION 4 DWELLING UNITS USABLE OPEN SPACE 5,000 S.F. /LOT TOTAL WETLAND AREA NONE LOT #2A AREA =32,827± S.F. IMPERVIOUS SURFACE =2,900.k S.F. IMPERVIOUS SURFACE RA770 =0.09 EXISTING CATCH BASIN SITE COVERAGE (BUILDING) - 0.05 PROPOSED CONTOUR AREA IN VEGETATED WETLANDS-0 EXISTING SINGLE FAMILY DWELLING W /GARAGE LOT #2B AREA =3 f,252± S.F. IMPERVIOUS SURFACE = 3,8001 S.F. IMPERVIOUS SURFACE RATIO = 0.12 Q 97E COVERAGE (BUILDING) = 0.08 FFF AREA IN VEGETATED WETLANDS =O HOUSE INCLUDES A 2 CAR GARAGE ® LOT #2C AREA =33,629±S.F. IMPERVIOUS SURFACE =3,7001 S.F. IMPERVIOUS SURFACE RA770 = 0.12 O S17E COVERAGE (BUILDING) = 0.07 BIT. CONC, AREA W VEGETATED WETLANDS =O HOUSE INCLUDES A 2 CAR GARAGE s- LOT #2D AREA =36,045± S.F. IMPERVIOUS SURFACE = 4,0001 S.F. IMPERVIOUS SURFACE RATIO = 0.12 SITE COVERAGE (BUILDING) - 0.07 ra AREA IN VEGETATED WETLANDS =O HOUSE INCLUDES A 2 CAR GARAGE w- " PROPOSED IMPERVOUS » BARRIER (SEE SHEET 5 OF 13 FOR DETAILS) / /�i/ y -- �� NOW OR FORMERLY PHILIP WALDRON xx IN -PLACE 215.+1` o� TP17 GRA / 1 i SWALE i t � i / / APP XlM LOCA77014 ! 208 / ! //, j OF 4 HIGH / ( j /f% /14r RE VC WiJI -S - - - -- v� UBL + 20Z2 PROPOSED 20' WIDE 1_ DRAINAGE EASEMENT / os O i� 206 DOUBLO '// •"� ` + 204.9 91 f rx 27" �/ DOUBLE /�- 1 , - 2O� + 203. 1 °m �06' 6" 202 y ENCHMARK: TOP OF 8° + 203.6 0 1 D IRON ROD, 0.7 A.G. +202.4 ti m LEVATION =208.95 /'? NOW OR FORMERLY X02 1200.0 \� TOWN OF LEXINGTON (IMLLARD WOODS) IW 0 .B 2 1( a a -� SEE SHEET 5 OF 13 200.1 FOR HAYBALE DETAILS 7`j 200,7 / / / 20.7 / 7 1 WFB ,l WF � ( 2000 20 .5 •f1 \ \` + 201Oi .9 �l NFP 1 26 PATH 201.0 i/ + 201.7 WFj2 2022 WF;/B4 1 DWG. No. 2673SI7£(XREF :2673MAW) NO, ennnni,cr% rnv. PROPOSED TEMPORARY TREE PR07EC77ON (SEE DETAIL 4 SHEET 6) PROPOSED HAYBALES ®® LIMIT OF WORK LINE: INDICATES THE LINE UP TO WHICH PROPOSED CONSTRUC7ION MAY OCCUR, TREES MAY BE REMOVED, AND EARTHWORK MAY TAKE PLACE. WORK BEYOND THIS LINE SHALL BE LIMITED AS DESCRIBED THE MINOR IMPACT LIMIT OF WORK LINE. (SEE NOTE 7) MINOR IMPACT LIMIT OF WORK LINE. INDICATES THE LINE UP TO WHICH UNDERBRUSH OR DEBRIS MAY BE REMOVED BEYOND THIS LINE NO NATURAL FEATURES SHALL BE DIS7URBED. NO 7M, 1. THE LOCATION OF ALL UNDERGROUND U77LI77ES 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 LOCA77ON OF ALL UTILITIES DEPICTED OR NOT DEPICTED. THE CONTRACTOR, PRIOR TO COMMENCEMENT OF CONSTRUCTION, SHALL VERIFY THE LOCATION OF ALL U77LITIES AND CONTACT DIG SAFE AT 1- 800 -•322- 4844.. 2, ELEVA77ONS ARE BASED ON THE TOWN OF LEXINGTON SEWER DATUM, STARTING BENCHMARK: INVERT OF A SEWER MANHOLE IN FRONT OF HOUSE 1115 BURLINGTON STREET SHOWN ON PLAN BY WHITMAN & HOWARD; SHEET 3 OF 10 DATED JUNE 19, 19651 PREPARED FOR THE TOWN OF LEXINGTON. J. VERTICAL GRANITE CURB INLET STONES (6' LENGTH) SHALL BE PLACED AT ALL CATCH BASIN LOCA77ONS (TYP.).PLACE VER77CAL CURB AT PROPOSED ENTRANCE RADII TO FLINTLOCK ROAD AS SHOWN HEREON. 4. SEE' SHEET 3 OF 13 -FOR PROPERTY RIGHTS WFORMA77ON. 5. GROUNDWATER ELEVA77ONS BENEATH PROPOSED BUILDINGS ARE UNKNOWN. PRIOR TO 7HE COMMENCEMENT OF CONSTRUCTION, 7HE CONTRACTOR SHALL DETERMINE THE SEASONAL HIGH GROUNDWATER' ELEVATON AND ADJUST FINISHED FLOOR ELEVA77ONS TO PREVENT SEEPAGE INTO BASEMENT AREAS 6. PROPOSED STONE WALLS ARE SCHEMATIC ONLY ACTUAL PRESENCE AND LOCA77ON OF WALLS WILL BE DETERMINED BY BY ACTUAL HOUSE DESIGN, 7 7HE LIMIT OF WORK LINE MAY BE TEMPORARILY BREACHED IN ORDER TO PLANT TREES AND SHRUBS AS AGREED BY FLETCHER (NO. 22 FLINTLOCK ROAD) AND SMITH (NO. 20 FLINTLOCK ROAD). 8. SEE SHEETS 8 AND 9 FOR SECTIONS A -A, C -C AND D -D AND PROFILE B -8. 9. THE EDGE OF BORDERING VEGATATED WETLAND HAS BEEN VERIFIED BY W. CLIFFORD PREN77SS OF ! THE PREN77SS COMPANY ON FEBRUARY 23, 1996 AND SUBSEQUENTLY LOCATED BY MERIDIAN ENGINEERING, INC. - 10. THE BASEMENTS OF THE PROPOSED DWELLINGS ON LOTS 2C AND 2D CANNOT BE SERVICED BY GRAVITY SEWER. THIS PLAN IS SUBJECT TO A COVENANT DA TO Q ld A '4,l_�i "THIS PLAN 1S SUBJECT TO A CERTIFICATE OF ACTION DATEDc.Z`_ =/�1_" "THIS PLAN' IS SUBJECT TO A SPECIAL PERMIT DATED &_dt_- 2_ld_ff a GRAPHIC SCALE SCALE. 1"--40' FEET 40 0 20 40 80 160 METERS 0 1D 20 40 60 ra -9 -9G DA 1E JOHNSON FARM ROAD DEFINITIVE SUBDIVISION RECORDOERS: CAROL A. OPEN SITE CONSTRUCTION PLAN 111 BURLINGTON ST. LEXINGTON, MASSACHUSETTS 02173 LOCATED IN p7y-;� LEXINGTON, 111A�S'SA CHUSid T T'S' RUTH A. & LONES SMITH 20 FLINTLOCK ROAD R1c1,ARDE. a (MIDDLESEX COUNTY) LEXINGTON MASSACHUSETTS 02173 ° WA1TT, �q " aarrs ciVIL EAMES FAMILY ]RUST <9 CFO /sTEP 4 PREPARED FOR TRUSTEES,` ELLIOT N. & THORA E. EAMES Qq 115 BURLINGTON STREET ° LINCOLN PARK REALTY TRUST LEXINGTON, MASSACHUSETTS 02173 � �D'11 , APPLICANT SCALE: 1 " =40' DATE. JULY 26, 1996 LINCOLN PARK REALTY TRUST � I IAN 560 CONCORD AVENUE j LEXINGTON, MASSACHUSETTS 02173' E N G T N P E R T N Cii T N {r.. REWSiONS 100 CORPORATE PLACE, SUITE 103 PEABODY, MASSACHUSETTS 01960 r TELEPHONE: (508) 535 -7328 ADD N07E 10. Z✓ REW a£scRIP77oN BY c "x'D SHEET No. 4 OF 13 PROJECT No. 2673 JLama ` ® EXISTING DRAIN MANHOLE PROPOSED VERTICAL GRANITE CURB Q EXISTING SEWER MANHOLE PROPOSED 817UM1NOUS CONC. BERM ❑ EXISTING CATCH BASIN PROPOSED CONTOUR -Q• EXISTING UTILITY POL£i PROPOSED SPOT GRADE Q EXISTING FIRE HYDRANT FFF FINISHED FIRST FLOOR ® EXISTING WATER GATE BFE BASEMENT FLOOR ELEVATION - D O - EXISTING STORM DRAIN BIT. CONC, BITUMINOUS CONCRETE S s- EXISANG SANITARY SEWER ra PROPOSED WATER GATE _w_ w- EXISTING WATER MAIN -OHw oxW- EXISTING OVERHEAD WIRES PROPOSED HYDRANT EXISTING CONTOUR PROPOSED DRAIN MANHOLE + 217.5 EXISANG SPOT GRADE ® PROPOSED CATCHBASIN CONIFEROUS TREE (LARGER THAN D PROPOSED DRAIN LINE 6" CAL.) TO REMAIN RD PROPOSED ROOF DRAIN LINE DECIDUOUS TREE (LARGER THAN T O REMAIN 6" CAL.) T FD PROPOSED FOUNDATION DRAIN LINE 81 T. CONE 817UMINOUS CONCRETE PROPOSED USABLE OPEN SPACE ®n'f5 TEST PIT (5,000 S.F. PER UNIT) P12 PROPOSED LIGHT POLE ® PERCOLATION TEST 00o00=c=cx=o STONE WALL PROPOSED BIT. CONC. DRIVEWAY PROPOSED STREET TREE -{- PROPOSED STREET TREE PROPOSED TELEPHONE, ELECTRIC, GABLE TV - x - x - PROPOSED TEMPORARY CONSTRUCTION FENCE PROPOSED TEMPORARY TREE PR07EC77ON (SEE DETAIL 4 SHEET 6) PROPOSED HAYBALES ®® LIMIT OF WORK LINE: INDICATES THE LINE UP TO WHICH PROPOSED CONSTRUC7ION MAY OCCUR, TREES MAY BE REMOVED, AND EARTHWORK MAY TAKE PLACE. WORK BEYOND THIS LINE SHALL BE LIMITED AS DESCRIBED THE MINOR IMPACT LIMIT OF WORK LINE. (SEE NOTE 7) MINOR IMPACT LIMIT OF WORK LINE. INDICATES THE LINE UP TO WHICH UNDERBRUSH OR DEBRIS MAY BE REMOVED BEYOND THIS LINE NO NATURAL FEATURES SHALL BE DIS7URBED. NO 7M, 1. THE LOCATION OF ALL UNDERGROUND U77LI77ES 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 LOCA77ON OF ALL UTILITIES DEPICTED OR NOT DEPICTED. THE CONTRACTOR, PRIOR TO COMMENCEMENT OF CONSTRUCTION, SHALL VERIFY THE LOCATION OF ALL U77LITIES AND CONTACT DIG SAFE AT 1- 800 -•322- 4844.. 2, ELEVA77ONS ARE BASED ON THE TOWN OF LEXINGTON SEWER DATUM, STARTING BENCHMARK: INVERT OF A SEWER MANHOLE IN FRONT OF HOUSE 1115 BURLINGTON STREET SHOWN ON PLAN BY WHITMAN & HOWARD; SHEET 3 OF 10 DATED JUNE 19, 19651 PREPARED FOR THE TOWN OF LEXINGTON. J. VERTICAL GRANITE CURB INLET STONES (6' LENGTH) SHALL BE PLACED AT ALL CATCH BASIN LOCA77ONS (TYP.).PLACE VER77CAL CURB AT PROPOSED ENTRANCE RADII TO FLINTLOCK ROAD AS SHOWN HEREON. 4. SEE' SHEET 3 OF 13 -FOR PROPERTY RIGHTS WFORMA77ON. 5. GROUNDWATER ELEVA77ONS BENEATH PROPOSED BUILDINGS ARE UNKNOWN. PRIOR TO 7HE COMMENCEMENT OF CONSTRUCTION, 7HE CONTRACTOR SHALL DETERMINE THE SEASONAL HIGH GROUNDWATER' ELEVATON AND ADJUST FINISHED FLOOR ELEVA77ONS TO PREVENT SEEPAGE INTO BASEMENT AREAS 6. PROPOSED STONE WALLS ARE SCHEMATIC ONLY ACTUAL PRESENCE AND LOCA77ON OF WALLS WILL BE DETERMINED BY BY ACTUAL HOUSE DESIGN, 7 7HE LIMIT OF WORK LINE MAY BE TEMPORARILY BREACHED IN ORDER TO PLANT TREES AND SHRUBS AS AGREED BY FLETCHER (NO. 22 FLINTLOCK ROAD) AND SMITH (NO. 20 FLINTLOCK ROAD). 8. SEE SHEETS 8 AND 9 FOR SECTIONS A -A, C -C AND D -D AND PROFILE B -8. 9. THE EDGE OF BORDERING VEGATATED WETLAND HAS BEEN VERIFIED BY W. CLIFFORD PREN77SS OF ! THE PREN77SS COMPANY ON FEBRUARY 23, 1996 AND SUBSEQUENTLY LOCATED BY MERIDIAN ENGINEERING, INC. - 10. THE BASEMENTS OF THE PROPOSED DWELLINGS ON LOTS 2C AND 2D CANNOT BE SERVICED BY GRAVITY SEWER. THIS PLAN IS SUBJECT TO A COVENANT DA TO Q ld A '4,l_�i "THIS PLAN 1S SUBJECT TO A CERTIFICATE OF ACTION DATEDc.Z`_ =/�1_" "THIS PLAN' IS SUBJECT TO A SPECIAL PERMIT DATED &_dt_- 2_ld_ff a GRAPHIC SCALE SCALE. 1"--40' FEET 40 0 20 40 80 160 METERS 0 1D 20 40 60 ra -9 -9G DA 1E JOHNSON FARM ROAD DEFINITIVE SUBDIVISION RECORDOERS: CAROL A. OPEN SITE CONSTRUCTION PLAN 111 BURLINGTON ST. LEXINGTON, MASSACHUSETTS 02173 LOCATED IN p7y-;� LEXINGTON, 111A�S'SA CHUSid T T'S' RUTH A. & LONES SMITH 20 FLINTLOCK ROAD R1c1,ARDE. a (MIDDLESEX COUNTY) LEXINGTON MASSACHUSETTS 02173 ° WA1TT, �q " aarrs ciVIL EAMES FAMILY ]RUST <9 CFO /sTEP 4 PREPARED FOR TRUSTEES,` ELLIOT N. & THORA E. EAMES Qq 115 BURLINGTON STREET ° LINCOLN PARK REALTY TRUST LEXINGTON, MASSACHUSETTS 02173 � �D'11 , APPLICANT SCALE: 1 " =40' DATE. JULY 26, 1996 LINCOLN PARK REALTY TRUST � I IAN 560 CONCORD AVENUE j LEXINGTON, MASSACHUSETTS 02173' E N G T N P E R T N Cii T N {r.. REWSiONS 100 CORPORATE PLACE, SUITE 103 PEABODY, MASSACHUSETTS 01960 r TELEPHONE: (508) 535 -7328 ADD N07E 10. Z✓ REW a£scRIP77oN BY c "x'D SHEET No. 4 OF 13 PROJECT No. 2673