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Home My WebLink AboutSD-460-4F� z o� n° °cz -+ cn .PROPOSED COMMON DRIVE WITHIN PARCEL t SHALL BE REFERRED TO AS: KEELER FARM WAY (PRIVATE - 40' WIDE) 111 g &. 10' WIDE TRANSITION C2� AREA (TYP) :2�r. I DECLARE TO THE BEST OF MY PROFESSIONAL KNOWLEDGE, INFORMATION, AND BELIEF, THAT THIS PLAN WAS PREPARED IN ACCORDANCE WITH THE RULES AND REGULA7701VS OF THE REGISTERS OF DEEDS. ASSOCIA7ES, INC. OF DEEDS USE ONLY THE MINIMUM SAFE STOPPING DISTANCE FOR VEHICLE 7RAVELING ON EAST STREET IN FRONT OF THE PROP IN7ERSECTION IS 200 -FT (30 MPH) PER AASHTO S D MANUAL. THE PROPOSED INTERSECTION PROVIDES A SIGHT DISTANCE IN EXCESS OF THIS REQUIREMENT. COMCRE7E SIDEWALK (TYP) EXIS77NG DRIVEWAY SCALE l--40' FEET 40 0 20 40 80 160 METERS 0 10 20 40 60 CLERK OF THE TOWN OF LEXINGTON, MASSACHUSETTS HEREBY CER77FY THAT THE N077CE OF APPROVAL OF THIS PLAN BY THE LEXINGTON PLANNING BOARD HAS BEEN RECEIVED AND RECORDED AT THE OFFICE AND NO N077CE OF APPEAL WAS RECEIVED DURING TWENTY DAYS NEXT AFTER SUCH RECEIPT AND RECORDING OF SAID N077CE. I r+ f a ildALI rAYANCAR 355, ,DACE 71� v`O. 183 ✓7 -E* 52 LCF 1'40 TEMPORARY BENCHMARKCHART T.B.M.# DESCRIPTION ELEVA77ON v (SEE NOTE 1 ON THE U77LITY PLAN)-\ SPIKE SET IN U77LITY EAST STREET 2 POLE #27112L, 20' A.G. 189:8L (SLIGHT MODIF7CA770N MAY BE HIGH POINT OF A STONE REQUIRED TO PROVIDE POS177VE 0 BOUND W/ DRILL HOLE 188.17 (SEE NOTE 6) "THIS PLAN IS SUBJECT TO A CERTIFICATE OF ACTION DATED "THIS PLAN IS SUBJECT TO A SPECIAL PERMIT DATED ---------- " EXISTING PAVEMENT SHALL BE ` ` pM 7187.4 tp RIM= DETAIL "A" (SCALE: 1' --10') �,S„ P � I v I �1 �JaGf VYLEL Ljf Jt% � I � lu/llG:ilLJ CENTERLINE OF PROPOSED COMMON DRIVE (' _ CENTERLINE OF _ - - - - -- C! ! AST- RIGHT - OF -W OF-W A Y Y � 1 I ? � ;dd�ldtt7X,lKiL!G'L�Is ° /el ®dt °t PROP LOT MILLED AND OVERLAYED A" v (SEE NOTE 1 ON THE U77LITY PLAN)-\ B" EAST STREET G" MATCH EXISTING GRADE PROPOSED (SLIGHT MODIF7CA770N MAY BE CAPE COD REQUIRED TO PROVIDE POS177VE BERM PITCH TO CATCH BASINS) G" 1 t - --- %l" PROPOSED 4' WIDE 0 RAMP SLOP PERVIOUS F007PA7H HC RAMP SLO, NOT TO EXCEED NOT TO EXCEE 1: 12 TYP d t �� - 1: 12 TYP 186.4 186.1 G ° 186.4 317- 1,4"ALK 1863 186.5 1863 E" 1 BIT VvALK ` ` pM 7187.4 tp RIM= DETAIL "A" (SCALE: 1' --10') �,S„ P � I v I �1 �JaGf VYLEL Ljf Jt% � I � lu/llG:ilLJ CENTERLINE OF PROPOSED COMMON DRIVE (' _ CENTERLINE OF _ - - - - -- C! ! AST- RIGHT - OF -W OF-W A Y Y � 1 I ? � ;dd�ldtt7X,lKiL!G'L�Is ° /el ®dt °t PROP LOT GROSS FLOOR AREA -SF- (MAX ALLOWABLE) A" - 2,700 B" 2,700 G" 3,500 'D" NOT REGULATED E" NOT REGULATED "F" NOT REGULATED G" NOT REGULA7ED %l" 2,700 '7" 3,500* TOTAL 543,200 *PER THE LEXINGTON ONLINE DATABASE. NOTE THAT THE AT77C AND BASEMENT AREAS HAVE BEEN EXCLUDED IN THE GROSS FLOOR AREA CALCULA77ON (PER THE DEFIN177ON OF THE GROSS FLOOR AREA IN 7HE ZONING BY -LAW). THE BASEMENT IS A CRAWL SPACE (CEILING HEIGHT IS LESS THAN 7 FEET). THE GROSS FLOOR AREA IDEN77FIED FOR THIS LOT INCLUDES THE DETACHED GARAGE. PROPOSED LEGEND (SEE SHEET 2 FOR EXISTING LEGEND) nS PSMH PROPOSED SEWER MANHOLE PWQS PROPOSED WATER QUALITY STRUCTURE i PCB PROPOSED CATCHBASIN O PH YD PROPOSED HYDRANT 8 PROPOSED CONTOUR X PROPOSED SPOT ELEVA77ON 187,1 PROPOSED PROPERTY LINE .. - - . - - PROPOSED LIMIT OF WORK LINE - - PROPOSED BUILDING ENVELOPE R= RADIUS TIP. TYPICAL NET FILL = 3,410.- CUBIC YARDS* *DOES NOT ACCOUNT FOR EXCAVA77ON OF PROPOSED DWELLINGS FOOTPRINTS, PIPE 7RENCHING, DRAINAGE STRUCTURES, ROADWAY, ETC, PEOP PROPOSED EDGE OF PAVEMENT SF SQUARE FEET -1 *- EXIS77NG 7REE PROPOSED - -3 *- TO BE REMOVED 7BR TO BE REMOVED 187.9 ONE -WAY TRAVEL PROPOSED TREE (REFER TO LANDSCAPEITREE INVENTORY PLAN FOR PLAN77NG SCHEDULE) AVERAGE NAWRAL GRADE PLANE CALCULATION * SPOT GRADES TAKEN AT CORNERS OF THE PROPOSED BUILDING ENVELOPES AC7UAL AVERAGE NATURAL GRADE PLANE ELEVA77ONS WILL VARY SLIGHTLY DEPENDING ON ACTUAL PROPOSED HOUSE LOCATIONS AND F007PRIIVTS 1. E TOPOGRAPHY, SITE DETAIL & SURFACE IMPROVEMENTS DEPICTED HEREON WAS OBTAINED FROM A PAR77AL FIELD INSTRUMENT SURVEY CONDUCTED IN JANUARY 2011 BY MERIDIAN ASSOCIATES, INC. 2. THE SUBJECT PROPERTIES DEPICTED T ARE LOCATED IN THE RO DISTRICT (ONE FAMILY DWELLING). J. THE SUBJECT PROPERTIES ARE DEPICTED AS LOTS 6 & '7 ON TOWN OF LEXINGTON ASSESSOR'S MAP 62. 4. THE LOCATION OF ALL UNDERGROUND U77LITIES SHOWN ARE APPROXIMATE AND ARE BASED UPON A PARTIAL FIELD SURVEY AND COMPILA77ON OF PLANS OF RECORD. MERIDIAN ASSOCIATES, INC. DOES NOT WARRANTY NOR GUARANTEE THE LOCA77ON OF ALL U77LI77ES DEPICTED OR NOT DEPICTED. THE CONTRACTOR, PRIOR TO COMMENCEMENT OF CONSTRUCTION, SHALL VERIFY THE LOCA77ON OF ALL U77LI77ES AND CONTACT DIG SAFE AT 1 -888- 344 -7233. 5 THIS PLAN DOES NOT SHOW ANY UNRECORDED OR UNWRIT7EN EASEMENTS WHICH MAY EXIST A REASONABLE AND DILIGENT ATTEMPT HAS BEEN MADE ITO OBSERVE ANY APPARENT, VISIBLE USES OF THE LAND; MERIDIAN ASSOCIA7ES, INC. DECLARES, TO THE BEST OF OUR PROFESSIONAL KNOWLEDGE, INFORMATION, AND BELIEF THAT NO SUCH EASEMENTS EXIST 6. HIGH POINT OF A STONE BOUND WITH DRILL HOLE FOUND 0.2 B.G. ELEVA77ON 18755 AS DERIVED FROM A PLAN EN777LED 'RECORD SEWER 3122174" FOR EAST STREET ON FILE WITH THE TOWN OF LEXINGTON ENGINEERING DEPARTMENT REPORTED TO BE ON LEXINGTON SEWER DATUM. 7 THE LOCUS PROPERTY IS LOCATED IN FLOOD ZONE X (UNSHADED), AREAS DETERMINED TO BE OUTSIDE THE 0:29 ANNUAL CHANCE FLOODPLAIN, PER FEMA FLOOD INSURANCE RATE MAP NUMBER 25017CO404E DA7ED JUNE 4, 2010.' 8. TRAFFIC WITHIN THE PROPOSED CUL -DE -SAC SHALL BE ONE -WAY AS DEN07ED. 9. LOCATIONS OF PROPOSED DRIVEWAY CURBCUTS ARE !CONCEPTUAL AND ARE SUBJECT TO CHANGE PENDING ACTUAL DWELLING F007PRINTS FOR PROPOSED LOTS A" THROUGH 'I ". ALL PROPOSED DRIVEWAYS FOR EACH PROPOSED LOT SHALL BE LOCATED MORE THAN 5 -FEET FROM A SIDE OR REAR PROPERTY LINE, WIDTH OF PROPOSED DRIVEWAYS AND APRONS SHALL CONFORM TO THE DIMENSIONAL REQUIREMENTS SET FORTH IN THE LEXINGTON DEVELOPMENT REGULA77ONS 10. MAI HAS EVALUATED AND DETERMINED THAT THERE ARE NO FLOODWA YS, FLOODPLAINS, WETLANDS AND ASSOCIATED BUFFERS ON THE SUBJECT PROPERTIES 11. MAI HAS EVALUATED AND DETERMINED USING MASSGIS THAT THERE ARE NO UNIQUE SPECIMENS OF VEGETA77ON OR HABITATS OF RARE AND /OR ENDANGERED SPECIES ON THE SUBJECT PROPERTIES. 71 & 79 EAST STREET RECORD OWNERS: (A,S,SESSOR ',S MAP 62 - I, O TS 71 EAST STREET DEFINITIVE SUBDIVISION KEELER REALTY 7RUST ITN Art- t)PT)AATrF WTTT4 .qFrTff)N 175- .3P.F) EXIS77NG GRADE ELEVA77ONS AVERAGE NATURAL GRADE PLANE ELEVA770N PROP. LOT -1 *- -2 *- - -3 *- -4 *- PA 186.9 187.9 186.7 1869 187,1 B„ 1868 186.7 185.9 186.1 186.4 G" 186.2 185.9 185.8 186.4 186.1 G ° 186.4 185.9 1863 186.5 1863 E" 1 186.9 1866 186,6 1874 186.9 "F" 1871 1 187.5 1 186.2 1 186.8 186.9 "G" 1 1870 1 187.2 1 1870 1 187.5 1872 * SPOT GRADES TAKEN AT CORNERS OF THE PROPOSED BUILDING ENVELOPES AC7UAL AVERAGE NATURAL GRADE PLANE ELEVA77ONS WILL VARY SLIGHTLY DEPENDING ON ACTUAL PROPOSED HOUSE LOCATIONS AND F007PRIIVTS 1. E TOPOGRAPHY, SITE DETAIL & SURFACE IMPROVEMENTS DEPICTED HEREON WAS OBTAINED FROM A PAR77AL FIELD INSTRUMENT SURVEY CONDUCTED IN JANUARY 2011 BY MERIDIAN ASSOCIATES, INC. 2. THE SUBJECT PROPERTIES DEPICTED T ARE LOCATED IN THE RO DISTRICT (ONE FAMILY DWELLING). J. THE SUBJECT PROPERTIES ARE DEPICTED AS LOTS 6 & '7 ON TOWN OF LEXINGTON ASSESSOR'S MAP 62. 4. THE LOCATION OF ALL UNDERGROUND U77LITIES SHOWN ARE APPROXIMATE AND ARE BASED UPON A PARTIAL FIELD SURVEY AND COMPILA77ON OF PLANS OF RECORD. MERIDIAN ASSOCIATES, INC. DOES NOT WARRANTY NOR GUARANTEE THE LOCA77ON OF ALL U77LI77ES DEPICTED OR NOT DEPICTED. THE CONTRACTOR, PRIOR TO COMMENCEMENT OF CONSTRUCTION, SHALL VERIFY THE LOCA77ON OF ALL U77LI77ES AND CONTACT DIG SAFE AT 1 -888- 344 -7233. 5 THIS PLAN DOES NOT SHOW ANY UNRECORDED OR UNWRIT7EN EASEMENTS WHICH MAY EXIST A REASONABLE AND DILIGENT ATTEMPT HAS BEEN MADE ITO OBSERVE ANY APPARENT, VISIBLE USES OF THE LAND; MERIDIAN ASSOCIA7ES, INC. DECLARES, TO THE BEST OF OUR PROFESSIONAL KNOWLEDGE, INFORMATION, AND BELIEF THAT NO SUCH EASEMENTS EXIST 6. HIGH POINT OF A STONE BOUND WITH DRILL HOLE FOUND 0.2 B.G. ELEVA77ON 18755 AS DERIVED FROM A PLAN EN777LED 'RECORD SEWER 3122174" FOR EAST STREET ON FILE WITH THE TOWN OF LEXINGTON ENGINEERING DEPARTMENT REPORTED TO BE ON LEXINGTON SEWER DATUM. 7 THE LOCUS PROPERTY IS LOCATED IN FLOOD ZONE X (UNSHADED), AREAS DETERMINED TO BE OUTSIDE THE 0:29 ANNUAL CHANCE FLOODPLAIN, PER FEMA FLOOD INSURANCE RATE MAP NUMBER 25017CO404E DA7ED JUNE 4, 2010.' 8. TRAFFIC WITHIN THE PROPOSED CUL -DE -SAC SHALL BE ONE -WAY AS DEN07ED. 9. LOCATIONS OF PROPOSED DRIVEWAY CURBCUTS ARE !CONCEPTUAL AND ARE SUBJECT TO CHANGE PENDING ACTUAL DWELLING F007PRINTS FOR PROPOSED LOTS A" THROUGH 'I ". ALL PROPOSED DRIVEWAYS FOR EACH PROPOSED LOT SHALL BE LOCATED MORE THAN 5 -FEET FROM A SIDE OR REAR PROPERTY LINE, WIDTH OF PROPOSED DRIVEWAYS AND APRONS SHALL CONFORM TO THE DIMENSIONAL REQUIREMENTS SET FORTH IN THE LEXINGTON DEVELOPMENT REGULA77ONS 10. MAI HAS EVALUATED AND DETERMINED THAT THERE ARE NO FLOODWA YS, FLOODPLAINS, WETLANDS AND ASSOCIATED BUFFERS ON THE SUBJECT PROPERTIES 11. MAI HAS EVALUATED AND DETERMINED USING MASSGIS THAT THERE ARE NO UNIQUE SPECIMENS OF VEGETA77ON OR HABITATS OF RARE AND /OR ENDANGERED SPECIES ON THE SUBJECT PROPERTIES. 71 & 79 EAST STREET RECORD OWNERS: (A,S,SESSOR ',S MAP 62 - I, O TS 71 EAST STREET DEFINITIVE SUBDIVISION KEELER REALTY 7RUST ITN Art- t)PT)AATrF WTTT4 .qFrTff)N 175- .3P.F) 11. 14, 11 ID SITE CONSTRUCTION PLAN LOCATED IN LEXINGTON, MASSAC-1hrU,SETTS (MIDDLESEX COUNTY) PREPARED FOR SHELDON CORP. SCALE: 1 "= 40' DATE: AUGUST 17, 2011 MERIDIAN ASSOCIATES 500 CUMMINGS CENTER, SUITE 5950 69 MILK STREET, SUITE 302 BEVERLY; MASSACHUSETTS 01915 WESTBOROUGH, MASSACHUSETTS 01581 TELEPHONE: (978" 299 -01+7 TELEPHONE: (508) 871 -7030 W W W.MEREDiANASSOC.COM SHEET No. 4 OF 10 1 PROJECT No. 5322 PAUL R KEELER Ill, TRUSTEE 11 EAST WALNUT STREET UNIT 11 MILFORD, MA 01757 DEED 26635, PAGE 70* 79 EAST STREET PBK NOMINEE TRUST RFFFRF F_S u� PAUL R. KEELER ill, TRUSTEE 11 EAST WALNUT STREET, UNIT 11 - PLAN No. 723 OF 1949 * MILFORD, MA 01757 - PLAN No. 828 OF 1973 * DEED 32087, PAGE 498* - PLAN No, 1389 OF 1977 - LC PLAN 18397 -E APPLICANT *DENOTES DOCUMENTS RECORDED SHELDON CORP. AT THE MIDDLESEX SOUTH TODD CATALDO REGISTRY OF DEEDS. 121 MARRETT ROAD LEXINGTON, MA 02421 REVISIONS 2 10/19/11 REVISE TREE LIMIT OF WORK ACC BWT DWG No. 5322DEF -S /7E 1 10%12/11 PER PB MEMO (9114111) & TOWN ACC BWT ENGINEERING MEMO (9120111) XREF.-5322DEF -EPL XREF.• 5322 -REC NO. DATE DESCRIPTION BY CHK'I 11. 14, 11 ID SITE CONSTRUCTION PLAN LOCATED IN LEXINGTON, MASSAC-1hrU,SETTS (MIDDLESEX COUNTY) PREPARED FOR SHELDON CORP. SCALE: 1 "= 40' DATE: AUGUST 17, 2011 MERIDIAN ASSOCIATES 500 CUMMINGS CENTER, SUITE 5950 69 MILK STREET, SUITE 302 BEVERLY; MASSACHUSETTS 01915 WESTBOROUGH, MASSACHUSETTS 01581 TELEPHONE: (978" 299 -01+7 TELEPHONE: (508) 871 -7030 W W W.MEREDiANASSOC.COM SHEET No. 4 OF 10 1 PROJECT No. 5322