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HomeMy WebLinkAboutSD-469-3KA TH Y A. PRA TT / SnOx 15 "OAK / L- f� _ 4 "OAK L. C. C. CVO 38452 "!- TL1:;N 15 "CAK .ANDREW MI GE,xaA 0 1 /' 9�AK 1,50 C, ,, LEI-7REh' 1_S'UAIC \2 5`.-' r CAf; \� - -- 10 "OA7< � 1 r /C fArz \ J r r j \ / 1 24 °OAKy i WLF -3 - -\ \ , -SBDy/ ( f5 "OAY I 3'1'MAK ` ar % 7 "MAPLE 1 a 1 EDW OF BORDERM `OAK IAPLE j v W TATO NETLAMDS 7 0 2i OAK l \. I -JR At (SEE NOTE 7) F­ 2% ;i I y 206---- t� t i "OAK � ` L 76 "OAK 16 »OAK 20 OAK / ROD + \ �\ T 13 "MAPLE �- / _ \ \\ 10 ".RI'4PL E i 12 G AREA =45 ; 6�8zkj F. FREDERICK A. & ALICE R. \ v I k' / / 15"OAK 15',''VAPLE \ BK. 55570 PG 417 rn 75 -AAPLE 15' POPLAR \\ 16 "OAK 6" OAK < 26 "OAK - 'c /� / _ 7P -13 -02 LEGEND, SHEET 2 FOR EXISTING LEGEND) H. P. HIGH POINT L. P. LOW POINT - - - -- 212 - - -- TWO FOOT CONTOUR -210 -- TEN FOOT CONTOUR DIRECTION OVERLAND FLOW SOIL TYPE DIVIDE ESHGW ES77MATED SEASONAL HIGH GROUND WATER 15 -257 SLOPES 25 -407 SLOPES >407 SLOPES 7P -13 -01 TEST PIT ARTHUR J. &c VIOLA P. p;n c LOCUS MAP: A /n�� C, (NOT TO SCALE) 1. THE SOLE PURPOSE OF THIS PLAN SET IS TO COMPLY W17H SECTION 175 -11E OF THE TOWN OF LEXINGTON PLANNING BOARD DEVELOPMENT REGULA TONS. 2. THE EXIS77NG PROPERTY LINES, EXIS77NG TOPOGRAPHY & EXISTING SITE DETAIL DEPICTED HEREON WERE OBTAINED FROM A SURVEY PERFORMED BY KEENAN SURVEY. J. THE SUBJECT PROPERTIES DEPICTED ARE LOCATED IN THE RO DISTRICT (ONE FAMILY DWELLING). 4. THE SUBJECT PROPERTIES ARE DEPICTED AS LOTS 52 & 53 ON TOWN OF LEXINGTON ASSESSORS MAP 61. 5. 7HIS PLAN DOES °NOT SHOW ANY UNRECORDED OR UNWRIT7EN 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. 6. 7HE LOCUS PROPERTY 1S LOCATED IN FLOOD ZONE X (UNSHADED), AREAS DETERMINED TO BE OUTSIDE THE 0.27 ANNUAL CHANCE FLOODPLAIN, PER FEMA FLOOD INSURANCE RATE MAP NUMBER 25017CO404E DATED JUNE 4, 2010. 7. 7HE WETLANDS DEPICTED ON THIS PLAN WERE DELINEA7ED BY OXBOW ASSOCIATES IN JUNE OF 2013 AND WERE LOCATED BY KEENAN SURVEY. 8. 774E SOURCE OF NOISE AFFEC77NG 774E SITE AND ABUTTING SITES IS THE TRAFFIC FLOW ALONG LOWELL STREET. 9. THERE ARE NO HISTORICALLY OR ARCHITECTURALLY SIGNIFICANT STRUCTURES LOCATED ON THE SI7F 10. THE ELEVATIONS DEPICTED HEREON WERE BASED ON 774E NORTH AMERICAN VERTICAL DATUM OF 1.988 (NA V988). zca G, -;K SOILS M6EQ MA770N: �, / v'� . , 422E 7P-1J-04 .. 20-1 � v K/ CANTON FINE TP -13 -03 \�Oi;K REU4WS / { � / �4ANDY LOAM �` 12 OAK DATE CONDUCTED: JULY 10, 2013 RANGASOIAV' MIINIAPPAN / j NDUC BY. PETER POMMERSHE! (SE30 / ; -:< 7.aK z8 „CsK CO TED M C 46) S \ 'SIR TEST PIT- IP -13 -01 ELEV. =208.0 HORIZON A: FINE SANDY LOAM h ! j ' „OAii �� 8" -F�CEDA \ (i3 O; -;K 6' 24" HORIZON B. LOAMY SAND v 8 ".) APLE 8 1 -13 -01 ,OIAjAPLE \� \� \, /✓Do 48" -12' S " LAYER CZ COARSE SAND WEEPING ®96 ; NO REDO. ; / ESHGW ®96 ; ELEV. =200.0 2 57"{ 21 a "MA PLE 9 „POPLAR --206- 9 "PIE GARAGr 7EST PIT' TP -13 -02 ELEV =209.0 to 13"OAK 0 " -6" HORIZON A: FINE SAND Y LOAM 1- OAA \\ WELL / _�r ± - (8 »OAK 24 "2120" LAYER N C: SANDY SAND 22 "OAK 1 `OAK °' 10 PI ?IE �� jj ° WEEPING 0 104°,• NO REDOX o / 12 "OAK �� 2 LxK i u ESHGW 0 104", ELEV =200.3 / 6 ✓A "( A \ I �\ 8'AtAPt F ? i G2 "y A;, \ ` 76"QAY, r -OAK J TEST PIT- TP -13 -03 ELEV. =208.3 ��b 17 "OAK 9 ('_ 0 " -6" HORIZON A: FINE SANDY LOAM tlf y j! ��` r`\ r \� \+ j rj % / 6t-24" 4.,?710" LAYER HORIZON B. SAND SAND 1 ,OAK "U.AT {� ham/ ar r i0 U.4`� DR/ L�LNIAY� �' t 1° „OAK ( 9' r2� �> WEEPING ®106 °, NO REDOX "OAK L \ / v \ Fti� - -2 9 "- a =, -4 ..,H, LE / ESHGW ®106 ; ELEV. =199,5 ri 12"CCAK ✓ y / \\ O�NJ H. P.;; \\ , ; -r'.1 a ,WAPL E /'�1' �a p: "OAJ \ T' \ 1 »OAK \ TEST PIT 7P -13 -04 ELEV =206.2 7 \ \ j \ 0 » -6" HORIZON A FINE SANDY LOAM � \ \ --- - .D1t70E A zAK �. y 6 't-24" HORIZON B LOAMY SAND 24" )AK 1' �;! / ° �� 12'OAK \ V \ �� V `"` q c 1 ' �,,1 �' 24" -110" LAYER C: SAND j P v; A :QED WEEPING 0 960• NO REDOX / ::9 i f?�i /':fr' 7 �i/ r'' ? "OA k, -aT / 1 is 629G -� .u- r S3 (J�A'.� rv4A. �. r . t ..F� Y SOIL TYPE DIVIDE 1� / 28 0 j:: V CANTON- CHARLTON� 8 "G J �� t L [-�'' PL ESHGW ®96; ELEV= 198.2 /- �k URBAN LAND A<' ,.A?A�r-t i' .;R.:H 2 \ {' 70'OAY.. ),Cr „ OAK ? AK / '" rt c ° 1 \;. / -rIO SOILS INFORMAM& _� �ofA RCD v »Or1K 8; oa' % / \V / N. �. ? \:; �. , ..:: :..� i 9 r fAF F` 204--- . '�\ c SOILS INFORMARON DERIVED FROM 774E USDA NATURAL RESOURCES _ t �n °3" 75 OA., CONSERVA770N SERVICE SOIL SURVEY OF MIDDLESEX COUNTY _ 0 �� - � �� :: � ' - -- - i MASSACHUSETTS, URL: http : / /`ebsoilsurveynres.usda.gov. X2.2 .e - - -- w--- w .a - - - -- 7✓ - W wA "O WELL STREET 6» iC SE4'e °R /\ r ` S S- S S� S- S r - -- S SL . S 51VH SOIL TYPE HYDROLOGIC SOIL TYPICAL DEPTH TO GROUP ESHGW CANTON FINE GROUP 8 MORE THAN 80" SANDY LOAM CAS \ „_ CANTON- CHARLTON GROUP B MORE THAN 80" URBAN LAND - -- -- G- G _ _ G G - -- G- _ t iA , j PA VED i DRIVEIVd Y TON PLANNING BOARD GRAPHIC SCALE OF -- SCALE. 1"--20' P � A A' FEET 20 © to 20 - 1, __ __________ _ _ _ _ __ CLERK OF THE TOWN OF LEXINGTON, MASSACHUSETTS HEREBY CER77FY THAT THE N077CE OF APPROVAL OF 0 5 10 20 THIS PLAN BY THE LEXINGTON PLANNING BOARD HAS BEEN RECEIVED METERS AND RECORDED AT THE OFFICE AND NO NOTICE OF APPEAL WAS D DURING TWENTY DAYS NEXT AFTER SUCH RECEIPT AND 1NG OF SAID NOTICE. \ MAO# 174 " TOWN CL K DATE I L r DA 7E 80 wo 30 1. ALL EXISTING UTIL177ES SHOWN HEREON WERE PROVIDED BY KEENAN SURVEY AND ARE APPROXIMATE. CONTRACTOR TO VERIFY SIZE, TYPE, LOCA77ON AND CONDITION OF ALL U77LI77ES PRIOR TO COMMENCEMENT OF CONSTRUC77ON. i x rim „RIVE:- }AY DRJIVIE YAY -�✓ r- ' F_ DEFINITIVE SUBDIVISION J80OR© OWNER: SITE ANALYSIS .112AP FREDERICK A. WITTHUS �• OF �S LOCATED IN 495 LOWELL STREET MiCHAEIJ. L1 XINGTOl Y, MASSACHUSETTS LEXINGTON, MA 02421 DEED BOOK 55798 PAGE 225 * $ ow y *DEN07ES DOCUMENTS RECORDED No•mm (MIDDLESEX COUNTY) AT THE MIDDLESEX SOUTH 4R` REGISTRY OF DEEDS oy PREPARED FOR APPUCANT -P, -,y SHELDON CORPORATION SHELDON CORP: � 7FT SCALE: 1 = 20' DATE.- SEPTEMBER 24, 2013 TODD O SSAS 121 MARRETT ROAD M E R I D I A N LEXINGTON, MA 02421 ASSOCIATES REVISIONS • `3 500 CUMMINGS CENTE, SUITE 5950 69 MILK STREET, SUITE 302 N BEVERLY, MASSACHUSETTS 01915 WESTBOROUGH, MASSACHUSETTS 01581 ' .13 TELEPHONE: (978) 299- (194,7 TELEPHONE: (508) 871 -7030 LAJdpSEP� W W W.MI;RIDIANASSOC.COM DWG. NO. 5554DEF- SI7EANALYSIS 1 118114 NO REVISIONS TO THIS SHEET MAC MJN "N 3: je SHEET No. 3 OF 10 PROJECT No. 5554 XREF.• SSS4 -REC (MAT) 740. DATE DESCRIPTION BY CHK'D D - 4(07 1NV = 203.54 / r REC. h,- 1. Nt ��,.� CAS \ „_ / �� - -- -- G- G _ _ G G - -- G- _ G r - - - - -- - - ,G cuc- 495 LOWELL STREET D OHti-•� Q -- OHI1'' OHW OfflY OHW- OHw_ -oH1w ,aH r v _;F BI;. .Y4 ;K PA V�„ BIT. WALK as G/ C 17 %% BIT I -f ILK -RIVE PA +fED °A'�D `- Bl r uY„ E BiT ' ^LK �A,SS`E`SSOR S MAP 61 -LOTS 5>? & 53) t iA , j PA VED i DRIVEIVd Y TON PLANNING BOARD GRAPHIC SCALE OF -- SCALE. 1"--20' P � A A' FEET 20 © to 20 - 1, __ __________ _ _ _ _ __ CLERK OF THE TOWN OF LEXINGTON, MASSACHUSETTS HEREBY CER77FY THAT THE N077CE OF APPROVAL OF 0 5 10 20 THIS PLAN BY THE LEXINGTON PLANNING BOARD HAS BEEN RECEIVED METERS AND RECORDED AT THE OFFICE AND NO NOTICE OF APPEAL WAS D DURING TWENTY DAYS NEXT AFTER SUCH RECEIPT AND 1NG OF SAID NOTICE. \ MAO# 174 " TOWN CL K DATE I L r DA 7E 80 wo 30 1. ALL EXISTING UTIL177ES SHOWN HEREON WERE PROVIDED BY KEENAN SURVEY AND ARE APPROXIMATE. CONTRACTOR TO VERIFY SIZE, TYPE, LOCA77ON AND CONDITION OF ALL U77LI77ES PRIOR TO COMMENCEMENT OF CONSTRUC77ON. i x rim „RIVE:- }AY DRJIVIE YAY -�✓ r- ' F_ DEFINITIVE SUBDIVISION J80OR© OWNER: SITE ANALYSIS .112AP FREDERICK A. WITTHUS �• OF �S LOCATED IN 495 LOWELL STREET MiCHAEIJ. L1 XINGTOl Y, MASSACHUSETTS LEXINGTON, MA 02421 DEED BOOK 55798 PAGE 225 * $ ow y *DEN07ES DOCUMENTS RECORDED No•mm (MIDDLESEX COUNTY) AT THE MIDDLESEX SOUTH 4R` REGISTRY OF DEEDS oy PREPARED FOR APPUCANT -P, -,y SHELDON CORPORATION SHELDON CORP: � 7FT SCALE: 1 = 20' DATE.- SEPTEMBER 24, 2013 TODD O SSAS 121 MARRETT ROAD M E R I D I A N LEXINGTON, MA 02421 ASSOCIATES REVISIONS • `3 500 CUMMINGS CENTE, SUITE 5950 69 MILK STREET, SUITE 302 N BEVERLY, MASSACHUSETTS 01915 WESTBOROUGH, MASSACHUSETTS 01581 ' .13 TELEPHONE: (978) 299- (194,7 TELEPHONE: (508) 871 -7030 LAJdpSEP� W W W.MI;RIDIANASSOC.COM DWG. NO. 5554DEF- SI7EANALYSIS 1 118114 NO REVISIONS TO THIS SHEET MAC MJN "N 3: je SHEET No. 3 OF 10 PROJECT No. 5554 XREF.• SSS4 -REC (MAT) 740. DATE DESCRIPTION BY CHK'D D - 4(07