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HomeMy WebLinkAboutSD-3566 "x6" CB/OH FOUND F� LUSH (HELD) �'�O �9 0 O� !9 'Ga 00 DETAIL N. T. S F5� 09 IR-2155.26' R= 2155.26' 'Lo L= 204.05 ' - L =42895 ' O FLOW 12,.Vc U �C —y S c I.R. NOW OR FORMERLY TOWN OF LEXINGTON S39 39 30 "£ 116:61' �- tCHORD= S48b5'23 " E, L =630. 0.1' A. G. p = 3929'12" 20'' R= 2155.26` L= 204.05' 0 - 057528" ®. NOW OR FORMERLY I7EK CORPORATION 60X6" SR/DH FOUND 0.8' A. G. NN N. T. S. R= 1230:00' L= 231.35' 654.96' Sl ?3�N46'38'3f MAGUIRE ROAD / I 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 . - Z2_ Zl� - r FOR ERl GINEERING, INC. DATE FOR REGISTRY OF DEEDS USE ONLY v_ : _ Sul- IV NOM 1. THE SITE DETAIL AND SURFACE IMPROVEMENTS DEPICTED HEREON WERE OBTAINED FROM A FIELD SURVEY CONDUCTED ON APRIL 22, & 26 -29, 1994, © D— AND MARCH 8, & 17, 1995 BY MERIDIAN ENGINEERING INC Z 2. LOT 1 DEPICTED 1S LOCATED IN ZONE CM (MANUFACTURING). i, 0'W N LP• W H J. LOT 1 IS DEPICTED AS ASSESSORS PARCELS No. 17 AND 22 `! 521 5141 NO>�O p� ON LEXINGTON ASSESSORS MAP 85 AND ASSESSOR'S PARCEL No. 7 ON t.P. y� 1.3 ?T• 2 $ 0.2' A.G.CC 4'� Sa 1P'a'b" S� .0F\ D S LEXINGTON ASSESSOR'S MAP 80. 2 S 4. THIS PLAN DOES NOT SHOW ANY UNRECORDED OR UNWRITTEN EASEMENTS vw WHICH MAY EXIST. A REASONABLE AND DILIGENT ATTEMPT HAS BEEN MADE TO .E OBSERVE ANY APPARENT, VISIBLE USES OF THE LAND, HOWEVER, THIS DOES NOT CONSTITUTE A GUARANTEE THAT NO SUCH EASEMENTS EXIST TLS 5. THE LOGA17UN OF ALL UNDERGROUND UTILITIES SHOWN ARE APPROXIMATE � Ld p ! '�? CTRBOX AND ARE BASED UPON A PAR77AL FIELD SURVEY AND COMPILA77ON OF ' #TL Bit CO C. PLANS ARRANTY NOR RECORD. GUARANTEE THE ENGINEERING OCA77ON OF ALL U77Lt ES DEPICTED OR NOT NOT € DEPICTED. THE CONTRACTOR, PRIOR TO COMMENCEMENT OF CONSTRUCTION, i I GA 7E SHALL VERIFY THE LOCA77ON OF ALL U77LI77ES AND CONTACT DIG SAFE E C BOLLARD(TYP) AT 1 -800- 322 -4844. KECPA o ' 6. LOT 1 IS SUBJECT TO A 7RANS17701V ZONE EASEMENT AND RUNWAY APPROACH ,f i U ZONE TO THE UNITED STATES OF AMERICA DESCRIBED IN LAND , 0 42± COURT DOCUMENT No. 299076. I" l P 7. LOT I IS SUBJECT TO THE CONSTRUCTON RESIRIC77ON AND FOUND v EASEMENTS DESCRIBED IN DEED BOOK 20443, PAGE 451. : w 0.3' A. 8. LOT 1 IS SUBJECT TO THE SPECIAL PERMIT AND SITE PLAN REVIEW t Ff I COND177ONS GRANTED BY THE TOWN OF LEXINGTON BOARD OF APPEALS ON SEPTEMBER 29, 1994 RECORDED IN DEED BOOK 25174, PAGE 100 & z DEED BOOK 25174, PAGE 106. ALSO SEE LAND COURT DOCUMENTS No. 968156 & 96815Z 9. LOT 1 IS SUBJECT TO THE FEDERAL AVlAT10N ADMlN1STRATION Tl1ZE 14 Ld CODE OF FEDERAL REGULATONS (1 -1 -89 EDITTON) CIVIL AIRPORT �w z IMAGINARY SURFACES" DESCRIBED IN PART 77, ESTABLISHING STANDARDS FOR tT ' DETERMINING O8S7RUC710NS IN THE NAVIGABLE AIRSPACE OF HANSCOM FIELD. 1' h 10. APPLICANT /OWNER OF RECORD: MAGUIRE ROAD LIMITED PARTNERSHIP 125 HARTWELL AVENUE LEXINGTON, MASSACHUSETTS 02173 > j z I LAND COURT DOCUMENT 977599 ` INSTRUMENT No. 448 OF JULY 11, 1995 INSTRUMENT No. 451 OF JULY 11, 1995 / I 11. TOTAL PARCEL AREA: 143,215iSF (d.29fAc.) 12. LOCUS DEED REFERENCES: LAND COURT DOCUMENT 977599 INSTRUMENT No. 448 OF JULY 11, 1995 01 INSTRUMENT No. 451 OF JULY 11, 1995 ® DRAIN MANHOLE i SEWER MANHOLE j PARCEL' El CATCH BASIN = j 4 U77LIT Y POLE H z 12.w 1 FIRE HYDRANT G. i N57 1 ® WA7ER GATE j 9 26 89 '4 WATER SERVICE k�f {9 SEWER SERVICE GAS SERVICE p DETA GAS GATE �4— D STORM DRAIN r , y S SANITARY SEWER r 3 Hly GR —0 W WATER MAIN 1 G GAS MAIN ° E UNDERGROUND ELECTRIC W p V � �� w TO LEXINGTON 10UMPN _ OHt ^� OVERHEAD WIRES � —152— — CONTOUR Q NET UNDERGROUND NEW ENGLAND G TELEPHONE LINE ELECTRIC BOX ° 83 TELEPHONE BOX w BIT. CONC, BITUMINOUS CONCRETE PAVEMENT i z GRASS RCP REINFORCED CONCRETE PIPE j C/ CAST IRON i PVC POLYVINYL CHLORIDE PIPE i CUP CORRUGATED METAL PIPE' i E VCR VITRIFIED CLAY PIP£, .G ( TELEPHONE MANHOLE # ® ELECTRIC MANHOLE j —a FLOW DIRECTION O STONE BOUND C ® CATCH BASIN BIT. CONC. BITUMINOUS CONCRETE PAVEMENT I ®� S.F. SQUARE FEET (' AC ACRES A. G. ABOVE GRADE s Z SB /DH STONE BOUND WITH DRILL HOLE CB /DH CONCRETE BOUND WITH DRILL HOLE IR IRON ROD p CENTRAL ANGLE' lE °'\ I GRAPHIC SCALE SCALE. • 1 =40 i, sB /DH FEET 40 0 20 40 80 160 1 ` k 6? j METERS 0 10 20 40 60 PLAN OF .LAND Al' LOCATED IN , I ' T' MASSACHUSETTS (MIDDLESEX COUNTY) ( 9; PREPARED FOR .MAGUIRE ROAD LIMITED PARTNERSHIP ' !' SCALE. 1" = 40' DATE: JULY ,21, 1995 L €. FI *lea of "`ss, °ak11O� ` ", ENGINEERING, INC.` REVISIONS u 7 100 CORPORATE PLACE, SUITE 103 i y I o. 37 v. a° PEABODY, MASSACHUSETTS 01960 €. EpS.>4� TELEPHONE: (508) 535 -7328 DESCRIPTION BY CHK'D {lr� SHEET 1Va. 1 OF 1 PROJECT No. 2534 QQ 70 J, it E (HELD) fl j w ® I pHW W 5--" vat 1 " I.R. BIT CONC. BIKE PA 7N C __ -C FOUND 0.2' A.G.- C 777 C RGROUND COLE UNDE f" 1.P: FOUND \ L =633.00' p = 1124'12' 0.4' A. G. L x428.95' R =2155.26 20' WIDE SEVER \ I �FASE NOTE -SEE \ NOTE jr/ LOT 1 Ny s�o�9�o TOTAL COMBINED AREA 6 "x6" CS /W LAND COURT DISK FOUND �` 1 oL� o.4'B.G � L BIT CONC. PAVEMENT ENTRANCE TO /710 MAGUIRE ROAD y =143,215fS.F. 1-518" IR WIN SURVEY �� (3.29t AC.) CAP SET FLUSH \A \�G s s dap\ ay. -s 8' W1D£ EASEMENT 70 NEW ENGLAND \ TELEPHONE & 7EZEGRAPH (SEE \ Ad NOTE /7) 518" IR WITH SURVEY ?j\ _ _ _ _ _ — .. CAP SET FLUSH 8' 209.7: CONC. FOUNDA77ON Bi B "W E $5, 5,,59. 83.12' w�1 " T P. FOUND .3' A. 0. A = 0127°20" t+ R = 2156.56' L = 54.79° t CORNER CONC. UNDA 77ON f\ m �Z O 11 MAGUIRE RD. £XIS77NG CONCRETE FOUNDA77ON Yo o'cn �1ti� LOCA7EIJ 1/27/95 � So 47 CONC. FOUNDA77ON ;N h 6x6" S8/OH FOUND 0.3' A. G ��f ��{{ Cr � �o 1llli lJ IRE ��o D -H °-- D- -D-- -D -- D -- D ---D- 12 C.1. �GQ (PUBLIC - 60 WIDE __ APPROXIMATE LOCATION . STEEL GAS LINE LOCATIO�� TERMINUS UNKNOWN NET LINE ENTRANCE TO #4 MAGUIRE ROAD ABBREVIA TED SCHEDULE OF ZONINIG DIMENSIONAL CONTROLS FOR THE CM (MANUFACTURING) DISTRICT MINIMUM LOT AREA 3 ACRES MINIMUM LOT FRONTAGE 200' MINIMUM FRONT YARD 75'+ MINIMUM SIDE YARD 30' MINIMUM REAR YARD 50' MAXIMUM S17E COVERAGE 25% MAXIMUM BUILDING HEIGHT 3 STORIES 145' +f . SEE NOTE 8 f+ SEE NOTES 6 THROUGH 10. -------- — CLERK OF THE TOWN OF LEXINGTON MASSACHUSETTS HEREBY CERTIFY THAT THE N077CE OF APPROVAL OF THIS PLAN BY THE LEXINGTON PLANNING BOARD HAS HAS BEEN R£CIEVED AND RECORDED AT THIS OFFICE AND NO N077CE OF APPEAL WAS RECEIVED DURING THE TWENTY DAYS NEXT AFTER SUCH RECEIPT AND RECORDING OF SAID N077CE. TOWN CLERK DATE LEXINGTON PLANNING BOARD APPROVAL UNDER SUBDIVISION CONTROL LAW NOT REQUIRED s THE ENDORSEMENT ABOVE IS NOT A DETERMINATION BY THE PLANNING BOARD AS TO COMPLIANCE WITH THE ZONING BY —LAW. CORNER ��Pl CONC. F, FOUNDATION / s "Ms' sBD oY' p FOUND 0. A. 228.06 57'57'12' HW- -' 9typy� 955 OH NET \ CONC. PAVEMENT (>�') EDGE OF BIT. GL NOW OR FORMERLY THE MUTUAL LIFE INSURANCE COMPANY OF NEW YORK — LAND COURT CASE No. 30299A » — LAND COURT CASE No. 16922A R — LAND COURT CASE No. 22677B + — DEED BOOK 9334, PAGE 033 — DEED BOOK 9525, PAGE 379 + — DEED BOOK 9793, PAGE 583 — DEED BOOK 9793, PAGE 589 + — DEED BOOK 25174, PAGE 100 . — DEED BOOK 25174, PAGE 106 s — PLAN No. 4 OF 1993 K — PLAN No. 157 OF 1961 r — PLAN No. 768 OF 1952 . — PLAN No. 256 OF 1959 s — PLAN No. 1666 OF 1947 r — PLAN No. 2005 OF 1959 . — PLAN No. 578 OF 1995 + . DOCUMENTS RECORDED AT THE MIDDLESEX SOUTH REGISTRY OF DEEDS DWG. No. 2534ANR 6"x6" SB /DH FOUND 0.5' A r MACV(RR ROAD 2 0 w;( 1 i+ N w DETAIL N N. T.S. GRASS s •yo. F 6 z6" SB /DH FOUND FLUSH 2 n O O 0