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Home My WebLink AboutSD-474-3LEXINGTON PLANNING BOARD 24° UPL 7 `\ HH `\ 7 f 36" SMH i' RIM =274.9 INV =266.6 2770 y v v COMPILED SMH IN`f=25,14 A ` (FROM TOWN'S ryb/ / -� / / UP 20" m / 74) 5" \ 4" RECORD SEWER B / �' A A DATE.' P✓IN) l! 14 g��G�D� /� m - 2Tg p V� \\ 2) t0" y / EpP OP 15p. \ - / / S T�� TPO _276.5 °4y \\ 5" A 279.8 *� � 4„ CB !� RIM =271.4 / / A G _ b�� "' R 8 {"} �„ �O \ \_ ICV \ A 4„ INV =2659± �`L i / %� F ! 55 i- ..� `K'f �. -�.5„ _\ \ a X78" NOW OR FORMERLY 'S/ m l l OD = 2748 I \ 1 ICV \ V "P` 8^ THOMAS C. & s 0 1 \ m ,1 14 -2 ICV / p 6 MILDRED H. BARTEE 81, 03 ,L 1.9 1; Gf�S �q` ^2g 12" R 5 \ 1 p0 0 AD `\ \ i � ro N } 1 \\ N15 10" C yD Y RIM -2755 N + 257 ; 17#9 v TP# 6 G / (3) 4„ lo" FFF =279.6 7 31 5 ( A V AS } N o +274 1 I \ F� i5 LiJ 1 \ m \ 24„ Y Y CB fl G RIM 271.0 I o15OtAG _ / / INV.= 264.9± v 1. TP #t4 j ! t2az4 �18� l PPGR �D !! FFF =25.3 (1 TO YvE Y SNti / � / 2f, - 282/ - -I.GYI 2747 - ti yH2.2 NOW OR FORMERLY X82 2 //. , 2.8, � - X 283.2 -� LEE D. & L. ,N - �.. KATHRYN S BENJAMIN // "IV � .2tJ02 281 -5 '4 i / j 14" �2 LAWN / r-� 8x� 18" / 2828 14 ?'�5 ti'16 t..f4 TP #7 284 ^ 76" � "." �� 8 " 40" 284.2 `/`l e» 271 i, \-1_AWN- (3) 10" L.#14" 18" 12" 76'" 12'" CLERK OF THE TOWN OF LEXINGTON, T284.8 14" �� MASSACHUSETTS HEREBY CER77FY THAT THE NOTICE OF APPROVAL OF / / i8 r.2 7P4 -2 24" THIS PLAN BY THE LEXINGTON PLANNING BOARD HAS BEEN RECEIVED 6" � �%' l AND RECORDED AT THE OFFICE AND NO NOTICE OF APPEAL WAS / - 15„ 1 / 2 TP #74- 3 RECEIVED DURING TWENTY DAYS NEXT AFTER SUCH RECEIPT AND 6" (�� " 4., k / ��^^��,, °TV 9_853 RECORDING OF SAID N077CE. X++ °'S" 12° 285.5 _p 1(2' " +72" 4 12' 1 > loll // are _ = a.. 2 &5.7 /'-� 12 '^'�.A 0 / 16' Ql 9" X70„ 7(8' "'� 14 "' .-C -c. - 73 1 'Ira ��-OWN 6 CLERK 74'" 72' j \ /" " 14' ! 14" t4" ( i ,- 10' �� (2) 8» 8" 1 / �'` � (`��{''y (3) 70' �ZS�7P #74 -�" . !70" j -- -�"' }LS &.5 ((�((''�010 `;9» 8" 18" g» _(3) 67-24 18" 12" 1,,,/ �.J 8" TEST PIT INFORMATION ADD1770NAL TEST PIT INFORMARM 6.. lo" 8 '0" 6 ' ' 285 lo" Q12' ( 76" , 3) 72 TEST PITS WERE PERFORMED BY PETER TEST PITS WERE PERFORMED BY 8" (2) 6' 8 1% / 8 10" y _8\ 8. 26' POMMERSHEIM OF MERIDIAN ASSOCIATES, ALEXANDER F. PARKER (SE #1848), ON ��}° (\ (2) 14 0 ON 10116108. 9122174. 8 14" ° S 12" (:)6" 8» 8" 9„ TEST PIT.. 7P#4 TEST PIT. 7P #14 -1 Q( L.t // et€v- zza.4± ELEV 275± -- 1z_..Za4� 2„ Io„ 6 (2) 8" ESHGW. ELEV. =271.1 ESHGW ELEV. 269.6 8' 81 TP #74 -5 \ 08 (2) 8 0 " -8" TOPSOIL 0 13" HORIZON A: LOAM (3) 15" 12" 12" 8•• (t l}Ml� 8 \-288 - �8 16" 1 8" 8" -40" FILL FINE SANDY LOAM + GRAVEL 13' -24"' HORIZON B SANDY LOAM � "` ( 10" 8" 2) 14" +.288.5 40 "" -778 "" HORIZON G FINE SANDY LOAM 24 "' -121" HORIZON C: LOAMY SAND > 24" ;,S-5 51 / {�--,�y-��, _-- E.S.HGW. X88° E.SHG.W. ®65 "° JO" 12» ar.(2) 10 I ^ ° 6 8" 12" 74'/% /'i ®70" (\F ?�7n g&'- v " `� V L.B .. `RwP 14 - TEST PIT.. TP #5 TEST PIT: TP#14 -2 i ✓ 40" 2a!_2 () �} 8» 8 TP #7 16" E .. ELEV 278.9± ELEV =279± 286_% loll {� 14 "" �8 8" 4 8 ESHGW. ELEV. =2732 ESHGW. ELEV =273.3 �-- 10'" '�d{�12 " "11 '° B. _288.6 8' o' + NOW OR FORMERLY 0 " -4"' HORIZON R TOPSOIL 11 13" HORIZON B. LOAM 0" 77 � (3) 70" 29 2Lxa C HARRY B. & SARAH L WOLFE 4" -11" HORIZON B: FINE SANDY LOAM 39 -39" HORIZON C. SANDY LOAM 10 �70" (DI2° 0l0" ( �.- 71" -108° HORIZON C. FINE SANDY LOAM 39' -J27" HORIZON Q LOAMY SAND 2sn�y6 t2 )y7.d3.i 8» ESHGW. X68' E.SHG.W. ®68" g° Q8" TEST PIT- 7P#6 TEST PIT. TP #14 -3 72•" �y 8» X16 6" 10" ELEV. - 280.5± ELEV =2855± `L (D 81, 6 }8" / ESHG.W. ELEV. =274.3 (, °" 0 12" HORIZON A: LOAM 2" 6" 6 / 14" t6 0"-4" HORIZON A: FINE SANDY LOAM 12 25 HORIZON B.' SANDY LOAM 12"-"" 4 -22" HORIZON B. FINE SANDY LOAM 25"-12J" HORIZON C. LOAMY SAND Q6"' ) 8° 8^ 72 " 22" -114" HORIZON C. FINE SANDY LOAM ®74" p ESHGW. 0' £ S H G.W - NONE OBSERVED 6' 5D' (2) 30" t TEST PIT. TP #14 -4 10" 12" NOW OR FORMERLY (ASSESSORS Q MAP 34 - LOTS 34A, 34B, 35 , 36A & TEST PIT. 7P #7 ELEV. =2891 0O DANIEL R & BRENDA S DEUTSCH ELEV -2836± - DEFINITIVE SUBDIVISION ES.H:GW. L L -,END,- (SEE SHEET 2 FOR EXISTING LEGEND) TYPICAL DEPTH TO 0 " -2" HORIZON A: LOAM HORIZON A 1 ¢ 25 "-121" HORIZON C..' LOAMY SAND H. P. HIGH POINTYppvti�� v w HORIZON Br SANDY LOAM Yi NOW OR FORMERLY SCALE 1 " =30' 0 " -4" HORIZON A; L. P. LOW POINT ti Zo LOAMY SAND WILLIAM H. & HELEN LENSON TEST PIT: !CENTENNIAL � °- KRO TWO FOOT CONTOUR DR G4 A /Rg SOILS INFORMA.770N. FEET -280 -- TEN FOOT CONTOUR v� SHADE ST E.SHG W. - NONE OBSERVED GS O LOCUS ESHGW. 0 75" DIRECTION OF 95 SOILS INFORMATION DERIVED FROM THE USDA NATURAL RESOURCES OVERLAND FLOW ESHGW ES77MATED SEASONAL 7P #14 -5 CONSERVA77ON SERWCE SOIL SURVEY OF MIDDLESEX COUNTY, HIGH GROUND WATER 2 7P#8 HSG HYDROLOGIC SOIL LOWS MAP: MASSACHUSETTS, URL: http : / /websoilsurvey.nres.usdc.gov. GROUP (NOT TO SCALE) ELE1V= 278:34 15-257 SLOPES (NONE) 25-407 SLOPES (NONE) >409 SLOPES APPLICANT.• (NONE) SHELDON CORP. TODD CATALOO STONE WALL 121 MARRETT ROAD LEXINGTON, MA 02421 CONIFEROUS TREE DECIDUOUS TREE REMWAMM TREELINE - LAND COURT PLAN 6962 -A - LAND COURT PLAN 6962 -C RECORD OWNERS: #36 CARY AVENUE (MAP 34 LOT 34A & 348) COLE FAMILY TRUST JOHN P. ROGARIS, TRUSTEE CER77FICATE NO. 257521 REGISTRATION BOOK 1459, PAGE 30 #42 CARY AVENUE (MAP 34 LOT 35) ROBERT E. SMITH, JR. 4 CURRIER COURT LEXINGTON MA 02420 CER77FICATE NO. 256163 REGISTRATION BOOK 01449, PAGE 142 #48 CARY AVENUE (MAP 34 LOT 366) CAZ REALTY TRUST JACQUELINE D FALLON, TRUSTEE 168 GRANT STREET (2) 8'" LEXINGTON MA 02420 CER77FICATE NO. 236774 REGISTRATON BOOK 1320, PAGE 20 �+, #48 CARY AVENUE (MAP 34 LOT 36A) : 116" VASILIKI REALTY TRUST iii"` THOMAS J. CATALDO, TRUSTEE 48 CARY AVENUE LEXINGTON, MA 02420 CERTIFICATE NO. 245789 REGISTRATION BOOK 1380, PAGE 24 NO SOLE PURPOSE OF THIS PLAN SET IS TO COMPLY WITH THE TOWN OF LEXINGTON PLANNING BOARD SUBDIKSION REGULATIONS. 2. THE TOPOGRAPHY, SITE DETAIL & SURFACE IMPROVEMENTS DEPICTED HEREON WERE OBTAINED FROM AN INSTRUMENT SURVEY CONDUCTED ON THE GROUND BY MERIDIAN ASSOC/A7ES INC. NOW OR FORMERLY BETWEEN FEBRUARY 22 AND MARCH 22, 2002, SEPTEMBER 2, 2009, AND SEPTEMBER 10 FREDERICK K. & ANNE -MARI PASTER THROUGH SEPTEMBER 12, 2014. 3, THE SUBJECT PROPERTIES DEPICTED ARE LOCA 7ED IN THE RS DISTRICT (SINGLE FAMILY DWELLING). 4. THE SUBJECT PROPERTES ARE DEPICTED AS LOTS 34A, 34B, 35, 35A & 358 ON TOWN OF LEXINGTON ASSESSOR'S MAP 34. 5. 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, 7HIS DOES NOT CONSTITUTE A GUARANTEE THAT NO SUCH EASEMENTS EXIST 6. THE SOURCE OF NOISE AFFEC77MG THE S17E AND ABUTTING SITES IS THE TRAFFIC FLOW ALONG CARY AVENUE AND PHINNEY ROAD. Z \ THERE ARE NO HISTORICALLY OR ARCHI 7EC7URALL Y SIGNIFICANT STRUCTURES LOCATED ON THE SITE 8. THE EL €VA77ONS DEPICTED HEREON WERE BASED UPON TOWN OF LEXINGTON SEWER DATUM. 9. THE TOTAL DBH OF ALL (181) TREES WITH A DBH GREATER THAN 6 INCHES IS 2489 INCHES. 10. THERE ARE NO HABITATS OF RARE AND ENDANGERED SPECIES WITHIN THE PROJECT AREA. 11. THERE ARE NO WERANDS LOCATED ON THE SUBJECT PROPERTIES. WILLAR 1 CIRCLE TEST PIT. TP #14 -4 10" 12" NOW OR FORMERLY (ASSESSORS Q MAP 34 - LOTS 34A, 34B, 35 , 36A & TEST PIT. 7P #7 ELEV. =2891 0O DANIEL R & BRENDA S DEUTSCH ELEV -2836± - DEFINITIVE SUBDIVISION ES.H:GW. ELEV. =2774 TYPICAL DEPTH TO 0 " -2" HORIZON A: LOAM HORIZON A GRAPHIC SCALE 25 "-121" HORIZON C..' LOAMY SAND 4 " -24" 2 " " -10" HORIZON Br SANDY LOAM Yi NOW OR FORMERLY SCALE 1 " =30' 0 " -4" HORIZON A; FINE SANDY LOAM 10" -120" HORIZON C. LOAMY SAND WILLIAM H. & HELEN LENSON TEST PIT: "-11 HORIZON B: FINE SANDY LOAM ELEV. = 282.2± TEST PIT SOILS INFORMA.770N. FEET 24" -774° 24 HORIZON C. LOAMY SAND E.SHG W. - NONE OBSERVED 30 0 15 30 60 120 ESHGW. 0 75" SOILS INFORMATION DERIVED FROM THE USDA NATURAL RESOURCES TEST PIT. 7P #14 -5 CONSERVA77ON SERWCE SOIL SURVEY OF MIDDLESEX COUNTY, TEST PIT: 7P#8 ELEV. =287± MASSACHUSETTS, URL: http : / /websoilsurvey.nres.usdc.gov. 0 5 70 20 40 METERS ELE1V= 278:34 11 11 ES-H.G.W. ELEV. =272.5 TYPICAL DEPTH TO 0 -9 9 " -25" HORIZON A: LOAM HORIZON B; SANDY LOAM 0" -4" HORIZON A FINE SANDY LOAM 25 "-121" HORIZON C..' LOAMY SAND 4 " -24" HORIZON & FINE SANDY LOAM ESHGW. - NONE OBSERVED 24 " -70 " HORIZON C: FINE SANDY LOAM DWG, No. J899-1-DEF-SITEANALYSISI NO. I DATE ESHGW ® 70" TEST PIT: 7P #14 -6 ELEV. = 282.2± TEST PIT 7P 9 ESHGW. ELEV =2735 SOIL TYPE HYDROLOGIC SOIL TYPICAL DEPTH TO LOAM SANDY LOAM GROUP ESHGW PAXTON URBAN GROUP C 8 "-24" HORIZON B: FINE SANDY LOAM 24" -100" HORIZON C. FINE SANDY LOAM LAND COMPLEX & 105" CHARLTON URBAN GROUP B MORE THAN 80" LAND HOLLIS COMPLEX ELEV.= 280.1± ESHGW. ELEV. =272.5 0"-11" 11 " -21" HORIZON A: HORIZON IT LOAM SANDY LOAM 01' -8" TOPSOIL 21 "-120" HORIZON C: LOAMY SAND 8 "-24" HORIZON B: FINE SANDY LOAM 24" -100" HORIZON C. FINE SANDY LOAM ESHGW. & 105" ESHGW. ® 70" 7 1 214115 1 F DWG, No. J899-1-DEF-SITEANALYSISI NO. I DATE REVISIONS mmm