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Home My WebLink AboutSD-459-24- J� P J' r. v ti 3 0 F U m� �t j 1, T,B.M.# DESCRIPTION ELEVATION A FRONT RIGHT CORNER OF 218.07 HINCKLEY LOAMY GRANITE STEP MORE THAN 80" SAND HIGH POINT (SW CORNER) A OF STONE BOUND DRILL HOLE 208.19 LAND COMPLEX HIGH POINT (NE CORNER) -- Q OF CONCRETE BOUND 20886 (SEE NOTE 5) ' 626B MERRIMAC -URBAN \ LAND COMPLEX \ \ ABU U TIANG PROPEP. 7 Y BU/1 D/Nosi OO'\!JED US'AIC 7✓iERIDiA r j ,` z G SURVEY tr TOWN 01- . - .�r�r.rir,rr, >;r /r i t_X/N G TON GlS 01h't5 l'� rr / , i III` t r d r ''' , PORP, =R> ° d 0OUG VC001VALD LIMIT OF MUNROE TAVERN HISTORIC DISTRICT _t _.I'•iG E O✓ 2/� 70' PAGE 242 *PER A SPECIAL ACT OF THE MASSACHUSETTS / LEGISLATURE UNDER CHAPTER 447 OF THE ACTS 200 - OF 1956, AMENDED IN SEC77ON 2, CHAPTER 579, � ACTS OF 1966, w / O O TEST PITS 7P-UI THROUGH TP -U3 WERE PERFORMED ON FEBRUARY SOILS INFORMATION DERIVED FROM THE USDA NATURAL RESOURCES 17, 2011 BY APRIL FERRARO (CERTIFIED SOIL EVALUATOR) OF MAL CONSERVATION SERVICE SOIL SURVEY OF MIDDLESEX COUNTY, MASSACHUSETTS, URL: ht tp : / /websoilsurvey..nres.usda.gov. H. HIGH POINT *NO ESHGW (MOTTLING OR ACTUAL WATER) WAS OBSERVED IN TEST PITS TP -U7, TP -02, OR TP -U3. TEST PIT 7P -U1 ELEV. = 209.9. 0 "-14" HORIZON'Ap: FINE LOAMY SAND 14 " -30" HORIZON Bw: FINE LOAMY SAND 30 " -53" LAYER Cl: COARSE SAND! 53" -130" LAYER C2: MEDIUM SAND SOIL TYPE HYDROLOGIC SOIL MA 77(W.- SOILS INFORMAt10N• LEGEND., TEST PITS 7P-UI THROUGH TP -U3 WERE PERFORMED ON FEBRUARY SOILS INFORMATION DERIVED FROM THE USDA NATURAL RESOURCES 17, 2011 BY APRIL FERRARO (CERTIFIED SOIL EVALUATOR) OF MAL CONSERVATION SERVICE SOIL SURVEY OF MIDDLESEX COUNTY, MASSACHUSETTS, URL: ht tp : / /websoilsurvey..nres.usda.gov. H. HIGH POINT *NO ESHGW (MOTTLING OR ACTUAL WATER) WAS OBSERVED IN TEST PITS TP -U7, TP -02, OR TP -U3. TEST PIT 7P -U1 ELEV. = 209.9. 0 "-14" HORIZON'Ap: FINE LOAMY SAND 14 " -30" HORIZON Bw: FINE LOAMY SAND 30 " -53" LAYER Cl: COARSE SAND! 53" -130" LAYER C2: MEDIUM SAND SOIL TYPE HYDROLOGIC SOIL TYPICAL DEPTH TO -FIVE FOOT CONTOUR GROUP ESHGW HINCKLEY LOAMY GROUP A MORE THAN 80" SAND WETLAND FLAG — MERRIMA C- URBA N GROUP A MORE THAN 80" LAND COMPLEX -POST & RAIL /WOOD FENCE -- L. P. LOW POINT EBVW EDGE OF BORDERING VEGETATED WETLANDS EXISTING BUILDING TEST PIT. TP -U2 -lj 209.6f 15 -259 SLOPES O" HORIZON Ap: FINE LOAMY SAND O" l-13 13 " -24" HORIZON Bw: FINE LOAMY SAND 24 " -72" LAYER Cl: COARSE SAND 72 " -88" LAYER C2: VERY FINE SAND 88" -120" LAYER C3: MEDIUM SAND 25 -409 SLOPES TEST PIT 7P -U3 ?!; ELEV = 208.21 0"-1 -tD" HORIZON Ap: FINE LOAMY SAND >409 SLOPES 10 " -20" HORIZON Bw: FINE LOAMY SAND q! 20" -119" LAYER C: MEDIUM SAND t't 2538 ' ` DIRECTION OF HINCKLEY c OVERLAND FLOW GAMY SAND r j SOIL TYPE DIVIDE SOIL TYPE DIVIDE LIMIT OF MUNROE TAVERN', 9f r I HISTORIC DISTRICT " ESHGW ESTIMATED SEASONAL HIGH GROUND WATER APPROXIMATE LOCA77ON OF - PROX _ "v OF L' /! / EX1STNG ROPE RAIL TEST PIT f „ (SEE)dOTE 19) 58 STONE: BOUND t 1I /. L ---Q 2 9' S / - i F ' 1 h" `'�i nt 1 i, rJi� i» R 2�� 1 F%iF , a J° J ' - I fir.,., ir'iPE FENCE G �, 10 / f \ a„ \ ' r; G , 8 Q E'- <' /)TiG�EI, // ij' ,/� �• .t; r t'1 I ' 4' 6 \ /' �IALCLZ4 D ARE -. /� ` i 4 » % Q 6' I (, / / „rl 1v° Y�, F EN 1 Y v y r 04' IP y / „ » „ 8„ Q »Q 8" t0" / ti \ { proQm Q J J 1z I I i , 1 •c SHE D � i t T • r •O •',�. t 3 / i T`. , ...- \ �' / -_ —� 4 - c`/' J- � ;•.uI \ X !t '4 1 .: a ,.-- -n v - f.U_QO J . j 1 . r , T ✓/ ' . ,�. •J„ � \7 r > Gvc !L�S 1 L/ n' /" j2 �,.I, '', 12" (J72" f —/ \ it J„ , i �` // ✓ ` i'. .7 Q „', 5 � r \ r L J �./ 247 4 r2 ii 1 /J j `•� \ / .` lu -. 7.g' 1 ' - _ , fir - Ld Ui u :. �,. lTii c/, ,YN-r. -+ :-. ri f „. _.: -. t . '_ /.,,.G�/ /. • / ,i. -5 Ht' 1 , ( a /V i. r W W,✓ f ._.__.../.. -__ . -- '✓ vJr<..;: -t_.. 1... ,,,, a ., ,< +,. -.i.i / � :, r: ',' % S. e,' 't T T f ti i.1 J .f ' t — ' - J // / q ) { _ '2 1 If 253E iLi 3'!:' 2` // 2 HINCKLEY c Qo' , r , ,'- LOAMY SAND md LEXINGTON PLANNING BOARD DATE r } :,F,i, r'.i. .:l✓L�! /Ili,, lr. _L y. „ iL F.!- '` \'CGr -:�� t_t— �/ Q (�% / - ! %�� C?' %. � �' T t i ✓ t L t 12 } Q6" \ a: 6268 y 3Xr- � J C' SIP MERRIMAC - URBAN u ,, p„ � ' - . » � ; : . L / ; _ LAND COMPLEX i 4 f'} ; 2 \ 1 /; - Pr=i', CFL I \ / ;� I 'Q)1? QY' ;Q'\ y<8" S c' ' U, SO "TYP''` DIWD / / -HELD) DEED 4R9.4=65,2 t 0 � L.`P 1sT Q / v� 2 3 » O '�' / - EED D ( t.7( -'it) �+jr� �j( j_- l J( f- c T �ji r,., Y / - - »J *! O6 t ;l" � J B 2 .,fj » '�O ' /1.( 7AC1E 0 1l I�/r�l�,';/ .0 r V A� . Er 6 19.16' 4 450. f/;�L , /% e � _ `' /_ � U % J' C ^^ '✓ / ( ,. /` , _ jTs i i ` , G t ?E7Fr DOE I f°i / °/- = Dv �/r a 34 l D PACE ✓2r ✓ J ' c Zi Pn/L�2,, GRA - SCALE »r» , _ SCALE 1 " -3O' 61 Y J' a FEET ' 30 0 15 30 60 120 G r`i ,. GAP -ED t r,liC .`✓ 'U!' k rL , / ✓_. ✓J./ H �f { / ✓' V�. f 1, % Y' LtJ Cc.1J1 %t- t'.1 ✓ i �" 0 5 10 20 40 TON G'" P;_rr'a ; ` TY"f METERS 8&TBf N�F'S• BE= OWNER: -DEED BOOK 54446, PAGE 82 * CAROLE H.P. STAVENHAGEN -DEED BOOK 4485, PAGE 512 * 1377 MASSACHUSETTS AVENUE -DEED BOOK 1131, PAGE 198 * LEXINGTON, MA 02420 - MASSACHUSETTS AVENUE COUNTY LAYOUT OF - DEED BOOK 54446, PAGE 82 1888- LOCATION No. 33 -PLAN BOOK 300, PLAN 47 * PPUCANT• -PLAN No. 1722 OF 2005 * -PLAN No. 1259 OF 1946 * SHELDON CORP. -PLAN BOOK 328, PLAN 17 * TODD CATALDO -PLAN BOOK 268, PLAN 44 * 121 MARRETT ROAD UQ Vt1 CLERK OF THE TOWN OF LEXINGTON, -LAND COURT CASE No. 19319A * LEXINGTON, MA 02421 I, -- ------- ---- -- MASSACHUSETTS HEREBY CERTIFY THAT THE NOTICE OF APPROVAL OF -RIGHT OF WAY AND TRACK MAP V13.218 THIS PLAN BY THE LEXINGTON PLANNING BOARD HAS BEEN RECEIVED * DENOTES DOCUMENTS RECORDED AT THE AND RECORDED AT THE OFFICE AND NO NOTICE OF APPEAL WAS SOUTH MIDDLESEX COUNTY REGISTRY OF DEEDS RECEIVED DURING TWENTY DAYS NEXT AFTER SUCH RECEIPT AND RECORDING OF SAID NOTICE REVISIONS &Alt= i JA� p 1 7113111 ADD LOCATION OF EXISTING ACC BWT o`{ / - o 0 TOWN CLER DWG, No. 53250EF- SlTEANALYStS ROPE RAIL DATE XREF.' 5325 -REC NO. DATE DESCRIPTION BY CHK't -- - ONE FOOT CONTOUR -- -FIVE FOOT CONTOUR SPOT ELEVATION STONE RETAINING WALL WETLAND LINE +WF WETLAND FLAG — —BUFFER LINE - - — - CHAIN LINK FENCE -- -POST & RAIL /WOOD FENCE -- -- WIRE FENCE FLAGSTONE AREA - �7 BRICK /PAVER AREA CONCRETE GAS GATE TELEPHONE MANHOLE SEWER MANHOLE z DRAIN MANHOLE LEC ELECTRIC METER C AIR CONDITIONING UNIT UTILITY POLE U77LITY POLE WITH LIGHT �7 W47ER GATE — TERMINUS UNKNOWN BITUMINOUS C. CONCRETE GRANITE CURB BORDERING VEGETATED WETLAND STONE RETAINING WALL NOW OR FORMERLY r FINISHED FIRST FLOOR j° CONIFEROUS TREE 0 r 0:1 DECIDUOUS TREE CONIFEROUS TREE (12--17") - DECIDUOUS TREE (12 " -17') CONIFEROUS TREE (18 " -31) DECIDUOUS TREE (18 " -3l ) CONIFEROUS TREE ( >32) DECIDUOUS TREE ( >32) p ROOF PEAK NOZM I. THE TOPOGRAPHY, SITE DETAIL & SURFACE IMPROVEMENTS DEPICTED HEREON WAS OBTAINED FROM A PAR77AL FIELD INSTRUMENT SURVEYS CONDUCTED BETWEEN DECEMBER 2010 AND FEBRUARY 2011 BY MERIDIAN ASSOCIATES, INC. 2. THE SUBJECT PROP R77 S DEPICTED AR OC T D IN THE RS DISTRICT ONE FAMILY E E ARE AE ( DWELLING). A PORTION OF THE S17E IS LOCATED WITHIN THE MUNROE TAVERN HISTORIC DISTRICT 3. THE SUBJECT PROPERTIES ARE DEPICTED AS LOTS 64 & 65 ON TOWN OF LEXINGTON ASSESSOR'S MAP 39. 4. THIS PLAN DOES N OT SHOW ANY UNRECORDED O R UNWRITTEN EASEMENTS WHICH M A Y 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. THE ELEVATIONS DEPICTED HEREON WERE BASED ON THE NA77ONAL GEODETIC VERTICAL DATUM (N. G. V. D.) OF 1929.: STARTING BENCHMARK.- DISK NO. 54M IN CONCRETE BOUND FOUND AT BLOOMFIELD & MASSACHUSETTS AVE,' ELEVATION- 215.80. 6. 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 25017C0404E DATED JUNE 4, 2010. 7 PROTECTABLE WETLAND R E SO URCE A R EAS DEPICTED O N THI S PLA N W E RE DELINEATED BY LEC ENVIRONMENTAL CONSULTANTS IN DE C EMBE R OF 2010. AN ABBREVIATED NOTICE OF RESOURCE AREA DELINEATION HAS BEEN APPROVED BY THE LEXINGTON CONSERVA7ON COMMISSION IN MARCH 2019. (SEE MA DEP FILE No.201 -812, BL -770). 8. DRAIN EASEMENT DOES NOT CONTAIN AN AREA, BUT RATHER REPRESENTS THE APPROXIMATE LOCATION OF AN ACTUAL COVERED DRAIN LINE AS DESCRIBED IN DEED BOOK 4485, PAGE 512 *. 9. THE LOCATION OF THE EXISTING ROPE RAIL IS APPROXIMATE AND WAS FIELD MEASURED ON JUNE 9, 2011 BY MERIDIAN ASSOCIATES, INC. 1377 MASSACHUSETTS AVENUE (ASSE'SSOR'S MAP 39 - LOTS 64 & 65) DEFINITIVE SUBDIVISION (IN ACCORDANCE WITH ,SECTION 175 -32F) SITE ANALYSIS MAP OF � LOCATED IN RICHARD WAiTT.JR. JR. LEXINGTON, MASSACHUSETTS cNil : No. (MIDDLESEX COUNTY) 77 PREPARED FOR ),Vt SLIE'LDON CORP. SCALE: > "_ 30' DATE: APRIL 5, 2011 S�N� TIC MERIDIAN ASSOCIATES 500 CUMMINGS CENTER, SUITE 5950 69 MILK STREET, SUITE 302 Yk+ • BEVERLY, MASSACHUSETTS 01915 WESTBOROUGH, MASSACHUSETT'S 01581 TELEPHONE; (978) 299 -0447 TELEPHONE: (508) 871 -7030 W W W,MERIDIANASSOC.COM �asc SHEET No. 2 OF 10 PROJECT No. 5325 CoP4n&Oby Meidi=Ass tate,; m. Alinghmraw , D 4