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HomeMy WebLinkAboutSD-355ASU4 - GRANITE MONUMENT NOT FOUND. LEXINGTON- WOBURN 1 RE- ESTABLISHED BY THE MASSACHUSETTS HIGHWAY 518" IRON ROD DEPARTMENT, GEODETIC SET WITH YELLOW SURVEY DEPARTMENT ON CAP 0.1' A, 0. JUNE 11, 1992 NOW OR FORMERLY THOMAS MURRAY /o THOMAS H. & ANN NEWTON l hi5.39` , 4i p 9ti KID B 9y� GO � 2 �i s�s�yG NOW OR FORMERLY ESTON R CHAPMAN APPROX. LIMIT OF ENCROACHMENT BY ABUT7ER (CHAPMAN) DRILL , FOUND NOW OR FORMERLY LOIS A. HARRLESON 9320® ®I 19RAINAGE EASEMENT 0' AREA= 10,939tSF. M Z �t LEXINGTON- WOBURN 2 IRREGULAR - &XIIVG %0NfflX �" Ffv UNE o SHAPED GRANITE MONUMENT 2.8' A.G. ZONlNC DISTRICT.° JIO RUy DOUGLAS AS WITH DRILL HOLE FOUND, WITH THE o rn AllNlX[1,V Z49T Sf,ZT.- 80,4900 S,F, ?d LETTER L CUT ON THE SOUTHWEST AllNlJfW LOT FRAMTACh' : 150 FT. \N FACE AND THE LETTER W CUT ON THE G m o NORTHEAST FACE (HELD) AIAXlNbrAf ffr1GfT 4!F Rtr1ZP1NG °• 40 FT NOW OR FORMERLY ° NOW OR FORMERLY ?9 � NOW OR FORMERLY V1ArZ bFAf YAM SA'PBWCAS o °o t SIR o NOW OR FORMERLY ANTHONY VULTAGGIO JOHN SHAW FRONT• . 30 F9 * s LOREZO BORDINI NOW OR FORMERLY FREDERICK GILGUN N 15 FT 5 r JOANN LYONS _ (0,337.33))) 6' STOCKADE FENCE 4' CHAIN LINK FENCE 54343'29 "£ 4' CHAIN LINK FENCE o o ° 0 6x6" CONCRETE * CROSS FLOOR ARE,4 OF m z _ �j Lr T��lj� 7 T� n 1 ° BOUND W /LEAD PLUG 2,500 A - ®� - .� ° 6 ®3.78' (fd fI V t 1 Y FND. 0.4jA.G (HELD) S.F OR ORS 25 FT. ��$f �° Qo -A a ® 60.26' - - ° _ z ° 9 do T ®IYN O'1 L'XING7'01►j ` 1P52a' ®® ® ®l�vl�U� YAnn STBac.�r o `i 127.81' 1460.35' - (PF", MrTEB OF TR.lCTf. �o 3�c3' SD FRONT: 40 FT EAST j ®CUs MAP NOW OR LOT //9 9fl �f, DONALD H. GREGORY SIIIE RE4R. 30 FT £ROApQN .L V .L # sa. ��/- PRES } T Z �� r LINE rrp % n �% PREVIOUS LOT TWO NOT TO SCALE No. / .Lt LJ l #9A cii LINE (TYP) Woo 0,50 O Se F, y /� ° LOT �)j/ j/ WOOD NOW OR FORMERLY t,S �! No. 5 m L ,M/ # 7 A O `262 31,136± S.F. T 11//3 0 32j,283± qrc �• 1ti© �'' '�6 \a S.F. EXISRNG WO FRAME lf T #A`> DWELLING c �g6$� No. 0 °o (UNDER CONSTRUCTJON) 32,571±S.F. t 00\N 20' WIDE \ 120' DIAMETER PROOF WOOD G 41.3'# DRAINAGE EASEMENT a � -o\ CIRCLE (TYR) .F = 3427'07" w 8.5# FRAME n AREA ON LOT 5 "\ >�° / u) `° k� R 60.00 m ma DWELLING f TOP, CONE \� TWO ' `��' °0/ 7 ^� L+ f+ UNDER FND,(TYP.) " _ cn p 1 5/8 IRON ROD 3 a �6/ L = 36.08 CO TRUCTION LR. SET STORY '. 0 �/ B = 5358'05" � 1 LOT t \g SET 0.3' A.G. WOOD ` 0 R rEt R = 25.00' = 084055" 1 I 0 `pis\ ;f260 / L = 23 55' ° R = 253.00 t > \�� oa R g cA D 16 04 01 0 [L = 3-8.34 lI TS �r.\ . NOW OR FORMERLY C \ 19.43' R - 253,00 PK NAIL INS STEVEN & JUDITH SACK FND. 0.1 LOTL = 70.95' 1 m 4 •# �,� A'26� 7� � - � � y A, ` 023? �Z STUMP FND � 127,81' 5.00'' S43'432L 0� 0 42 NOS s° U R= 530 �. _ 2g Op i No. 1 \ I 1 '56" i 10s �'! " " N46`16`31" J7 8 R =60.00 21 * `) 6 , p 56 0 c' V? ¢ 0 "� o oax 6x6 40, 578 ,S. F. �' '`'� lv. L =2o.2 °`' L = ras.2s' S G 101 CATV v = 2427'sa / CB/DH 3� 5 "pVC ,g8 , 0 " ! SET FLUSH 84.90 15. 0 _ A S 5 4 -- �r p v� TE R = 241.00' / 55' 4'30.. -_.0. �' G 5.12 r y �m 57. f WS p 235 © =244456 = 203,00 U 0Y''1I'q 5 `G L = 102.91 N x6_ S4616. R_� 4 3 ¢� ` J =`1839%13" ER CONSUp� G 2600'00_ "_,_ 5/8" p C 5 SBTOH 20.31 =1G o RE UC i9: fi E R = 20300' ur h0AI s R = CAP 8 x�c�i Q ` cfl ov 86" S 292 L = 66.12' �/� S 1135 S D SET FLU 30 >E 125. t Q EMILY C. McGAIL e w ,� 12 ?.7E' 1. THE SITE DETAIL AND SURFACE IMPROVEMENTS DEPICTED HEREON WERE - 5' WIDE ACCESS EASEMENT OBTAINED FROM A FIELD SURVEY CONDUCTED BETWEEN APRIL, 1994 150.!10 TEMBER 21, 1996 BY MERIDIAN ENGINEERING, IN AND SEPTEMBER INC. FOR THE BENEFIT OF 4* #260 EAST STREET 2. LOTS DEPICTED ARE LOCATED IN THE RO DISTRICT 150.00, J. SUBJECT PROPERTY IS DEPICTED AS A PORTION OF LOT 77 AND LOT 76 130_00 ON LEXINGTON ASSESSOR'S MAP 61, NOW OR FORMERLY JAMES M. EDGE 4. THIS PLAN DOES NOT SHOW ANY UNRECORDED OR UNWRITTEN EASEMENTS 18209 WHICH MAY EXIST. A REASONABLE AND DILIGENT ATTEMPT HAS BEEN MADE TO o OBSERVE ANY APPARENT VISIBLE USES F THE LAND; HOWEVER, THIS DOES N/F o m NOT CONSTITUTE A GUARANTEE THAT NO SUCH EASEMENTS EXIST. SACK °1 5: MERIDIAN BASED UPON THE MASSACHUSETTS STATE PLANE SYSTEM ESTABLISHED BY THE FOLLOWING BOUNDS. 127.81 ` 3 '� � GRANITE MONUMENT NOT FOUND. LEXINGTON- WOBURN 1 RE- ESTABLISHED m BY THE MASSACHUSETTS HIGHWAY DEPARTMENT, GEODETIC SURVEY +• FRONTAGE ON EAST STREET DEPARTMENT ON JUNE 11, 1992. NI ,°n LEXINGTON- WOBURN 2 IRREGULAR SHAPED GRANITE MONUMENT 2.8' A.G. D WLTH DRILL HOLE FOUND, YWTH THE LETTER L CUT ON THE SOUTHWEST o" FACE AND THE LETTER W CUT ON THE NORTHEAST FACE (HELD). oil 6. THE LOCATION OF ALL UNDERGROUND UTILITIES SHOWN ARE APPROXIMATE SANITARY SEWER AND SURVEY COMPILATION OF DRAIN MANHOLE PLANS OF RECORD. G MERIDIAN ENGINEERING, DOES NOTWARRAN NOR (PUBLIC - VARIABLE WIDTH) GUARANTEE THE LOCATION OF ALL UTILITIES DEPICTED OR NOT DEPICTED, Fy O ® THE CONTRACTOR, PRIOR TO COMMENCEMENT OF CONSTRUCTION, SHALL LUSH VERIFY THE LOCA77ON OF ALL UTILITIES AND CONTACT 010 SAFE 0 AT 1- 800 -322 -4844. 7, OFFSETS DEPICTED ARE TO THE CORNER ° OF CONCRETE FOUNDATIONS GAS MAIN 8. THIS PLAN SUPERSEDES THE PREVIOUS PLAN PREPARED BY MERIDIAN NOW OR FORMERLY ENGINEERING, INC. AND RECORDED AS PLAN No. 766 OF 1995. �D 9 °��+' yo gl / "gB' A- z_,2700'00 "- 55 - -,- - DOUGLAS C. & 9. THE STONE WALL ALONG A PORTION OF THE PERIMETER OF THE PROPERTY o \ °- N s = 06 -05'13" LS = 90 t�p,00 PATTY L. POLLARD ° \ R = 20,700' I _ R = 291• 87.78 ::.R = 25.0 ' 1 WAS ERRONEOUSLY LOCATED DURING THE ORIGINAL SURVEY AND DEPICTED 0 G� CAT ££ = 137.!3 = -- -s -' ` ON PLAN NUMBER 768 OF 1995. THIS PLAN ACCURATELY DEPICTS THE STONE 3 w� gk = 21.57 PREWOUS LOT �7 37.22 I �, L = 3 7 io t $1360' LINE (TYP) ? �. L 36.94�IL% "�i: WALL AND THE PERIMETER BOUNDARY HAS BEEN MODIFIED ON THIS PLAN. w = - 7E[ � 60• h5 0 � b_ 1943 � -.. DRAINAGE 6x6 10. SECTION 6.2.5. OF THE ZONING BY -LAW OF THE TOWN OF LEXINGTON STATES: o 1` R gg. N N R=291.00' w� .6X6" � EA'SEMENT CB /DH cn A NON-CONFORMING LOT MAY BE CHANGED IN AREA OR SHAPE TO MOVE o^ N N 1= 100.19 o, AREAON LOT. _Av in Fi d L -; °:CB/DH y. = f41DtSF,. SET 0.4A.G° �, TO CONFORMITY WITH REQUIREMENTS OF THIS BY -LAW THE ORIGINAL LOT AREA 264.86' �z % /� w SET 0 2 A G . cS DRAINAGE ° �' WAS 22,100.1-S.F. AND THE NEW LOT AREA IS 22,176 #SF. S462718 E o L 0 � # 7A �o� 111 `: `° EASEMENT NO Q A _ la " 14 L ®T # 8A }� — 60 24 E 129. 7 3' �1 UP N Qi a N4S20'02 "W 1 183.97 .....� �, f �30, 055± S.F j `O NO. 12 1 2.6 t 31.2 S H SET iN SAMUEL L WATT FORMERLY tt� DRAINAGE iy EXISTING F CE OF ROCK 30, 03 9 i S.F. I EASEMENT M FRAM! DWE ��NG W, LL 16' A.G- 7x7" SB /DH j f EX /S �- J1 AREA ON LOT BA R0. FL LVA fRgyERY OOD 6��f, ! = 3,616 #S.F. n ^° (HELD) USH D�ELLI G� 3 A N w LOT sA I> No. 16 � PRE LOT 5 s rR No. 254 L =9.49' - I �— 52, 560± S.F• _ � °° 4 LINE (Tw) 1,41 1. R_475.51 �tr� (SEE 1VOTE 1Oj 2140' -4 1* r FOR REGISTRY OF DEEDS USE ONLY 0 N46 29'02 "W N52` 0 *W SHED N44 52'17 "W �- DRILL HOLE- SET AT END OF STONEWALL NOW OR FORMERLY HUGH M. LEICHTMAN (,O&a c Sp. 1ee2 con tiTy LEXINGTON PLANNING BOARD APPROVAL UNDER THE SUBDIVISION rf)AITRnl 1 AVV AInT RFnI11RFn f 1 DECLARE, TO THE BEST OF MY PROFESSIONAL KNOWLEDGE, INFORMATION, AND BELIEF, THAT THIS PLAN WAS PREPARED IN ACCORDANCE WITH THE RULES AND REGULATIONS OF THE REGISTERS OF DEEDS FOR �7ERIDIAN NGPICERING INC, DATE - -- a pO 92.11' -t - SO.aO - 52.35' 1.47' N4530'12 "W 142.11' o " �i t _ , - _ N4630 45 W SET 0.3' A,G 41.19' 64.38' � N53• 4T 03 "W N4617'12 W w ,� 12 ?.7E' A #010837° d R = 47s.5r' L = 9.49' \. 49.5$' 23.30' 37.17 21.40' N47'01'50 W `� N FND. �{ IAL . , N. TS, N4902'11 W N425627 "W � N4TD7 N363g•18 "H. < N4131'Ot "W " FRONTAGE CHART LOT FRONTAGE (FOX RUN LANE) 1A 252.91 2A 150.!10 3A 150.01, 4* 150.00' 5* 150.00, 6A 130_00 7A 15000' 191.47 * A ** 18209 2j3- � (p 4W" STONE BOUND p�te of Massgc D' ATE 0.l' A.G. HELD CENTER g�O MICHAEL yam" BACK JULIA NO H ENGINEERINGo INC. "THE ENDORSEMENT ABOVE IS NOT A REVISIONS 9p A�_ � '� 100 CORPORATE PLACE, SUITE 103 DETERMINATION BY THE PLANNING BOARD AS TO COMPLIANCE WITH THE ZONING BY-LAW" DWG, Na 2718ANR2 I NO. I DATE NOW OR FORMERLY WITH DRILL Wl v� EUF D. JAROSLAV L. CASLAVSKY FLUSH (HELD) * AS MEASURED AT THE THIRTY (30) SHED FOOT FRONT YARD SETBACK LINE +• FRONTAGE ON EAST STREET n f NOW OR FORMERLY STORM DRAIN D STONE BOUND oil WILLIAM M. FRASER SANITARY SEWER S DRAIN MANHOLE f WATER MAIN W_ SEWER MANHOLE 0 RFI�FRFNP:F`C� - GAS MAIN G CATCH BASIN ❑ -LOCUS DEED BOOK 25884, PAGE 597 * OVERHEAD WIRES OHW UTILITY POLE � -LOCUS DEED BOOK 25646, PAGE 192 + -DEED BOOK 12215, PAGE 553 UNDERGROUND TELEPHONE/ TEC FIRE HYDRANT Q° I h -PLAN No. 768 OF 1995 ELECTRIC /CABLE WATER GATE �t -1946 COUNTY LAYOUT OF EAST STREET • STONE WALL WATER SERVICE ro -PLAN No. 803 OF 1950 * CHAIN LINK FENCE -o oo- SEWER SERVICE <9 GRAPHIC SCALE 4 -PLAN No. 102 OF 1942 * STOCKADE FENCE -C o U- GAS GA IF (D SCALE: 1"=40' �� (j -PLAN No. 1743 OF 1951 * BITUMINOUS BERM LIGHT FEET I -PLAN No. 1404 OF 1950 * GRANITE CURB UTILITY POLE W /LIGHT 40 0 20 40 80 160 -PLAN No. 1992 OF 1954 * STONE BOUND W1 DRILL HOLE S6/OH CABLE TV BOX ❑ CA ; V -PLAN No. 935 OF 1941 * CONCRETE BOUND CB ELECTRIC BOX ® METERS 0 10 20 40 60 -1892 COUNTY LAYOUT OF LOWELL S7RE£T + FOUND FND. TELEPHONE BOX i 1 -PLAN BOOK 190, PLAN 18 * CONCRETE BOUND W1 DRILL HOLE ROD CB /DH MONITOR WELL ]�T �} 1' PLAN j OF LAND l Y � -PLAN No. 537 OF 1942 * IRON ABOVE GRADE IR A. G. PROPOSED ROD (TO BE SET) ® �✓ 1LYOCAITJED INN _ S20Sj1iA,`Cy * DENOTES DOCUMENTS RECORDED AT THE BELOW GRADE B G CON BOUND PROPOSED (�NBE W DRILL HOLE LEXINGTON, AT SE S 2 n�li MIDDLESEX SOUTH REGISTRY OF DEEDS ���� COUNTY N 1j`3A3 OWNER __ I2ECORD,�A ?'UGA_ NT ^. PREPARED FOR MAP 61, LOT 77 & LOT 76 DUMOND WEST DEVELOPMENT CORPORANON DIAMOND WEST DEVELOPMENT CORPORATION ?r 152 REED STREET LEXINGTON MASSACHUSETTS 02173 SCALE. 1" = 40' .DATE. OCTOBER 11, 1996 2j3- � (p 4W" STONE BOUND p�te of Massgc D' ATE 0.l' A.G. HELD CENTER g�O MICHAEL yam" BACK JULIA NO H ENGINEERINGo INC. "THE ENDORSEMENT ABOVE IS NOT A REVISIONS 9p A�_ � '� 100 CORPORATE PLACE, SUITE 103 DETERMINATION BY THE PLANNING BOARD AS TO COMPLIANCE WITH THE ZONING BY-LAW" DWG, Na 2718ANR2 I NO. I DATE