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Home My WebLink AboutSD-413b j t Wj V; U t, p �p0 U n hS mN Oy2 W¢0 �� 44 � �B! /p O�c1� •30, V TD NS + �y001 274 8J s\ INV. IN= 268.74(SMH -2) INV. OUT= 268.57 275.6 8 4"x4" SB1DH • �Jo / J' J 1 FND. 1.5 A. 2 277 - (HELD) -- 278 INV. OUT =43.65 2 276.4 5 -" -�TUuwo s. CON 276.8;` 12' p + 2x79 =n_ 12770 \ s 27B-T - - - - -_ RIM = 275.60 + 279.3 - 179 "ONI f INV. IN =27070(CB -2) 5/8" IRON - -� PRI INV. IN= 270.7(CB -4) SOD WICAP ! 2\ T. INV. OUT= 270.60 ! w1 TO C. V. S t �a MAP 51, LOT 15 5.0' A.G. l 5 sc NOW OR FORMERLY \ 78.9 JOSEPH C. GENOVESE & \ SUSAN S MACMURRAY 279.3 LOT 14E DEED 800K 16323, PAGE 300 r� AREA =4868± S.F. 1 112 STORY IN 518' 5/8" (R( A WOOD FRAME /?5 ROD W �1' DWELLING SET FLU: .� #11 GRANDWEW AVENUE 279 1 / ` SNRUB ` TO C.V.S. 6sr• 279.6 5.0' A. G. PRAflOSED DOUBLE SINGLE 79.4 ! DKUING / f I (24'x35' 280.1 ` / DH /SET 279.2 279.5 / a1�) // IN STONE 2� !4 ID. FLUSH 7 SB /OH 279.4 (HEX78. + f 46 \ (NEED) _�/r.,< p' EXISTING STONE BOUND D EXISTING SEWER MANHOLE ❑ EXISTING CATCHBASIN {i EXISTING UTILITY POLE (a EXISTING WATER GATE NOW OR FORMERLY EXISTING WATER SERVICE G9 EXISTING SEWER SERVICE o EXISTING STORM DRAIN s EXIS77NG SANITARY SEWER 2 STORY EXISTING WATER MAIN E EXISTING UNDERGROUND ELECTRIC oHw✓ EXISTING OVERHEAD WIRES - _152- - EXISTING CONTOUR + 120.5 EXISTING SPOT GRADE CONIFEROUS TREE DECIDUOUS TREE TREE LINE STONE WALL BIT. CONC. 61TUMINOUS CONCRETE PAVEMENT RCP REINFORCED CONCRETE PIPE A. G. ABOVE GRADE B.G. BELOW GRADE C. V.'S. CORNER VINYL SIDING DH DRILL HOLE FND FOUND 1 283:5 284--__+ 284.4 28,5 1 285. DH /SET IN STON X TOP OF IRON PIPE MAP 51, L07S 21 & 22 NOW OR FORMERLY MANUEL & GRACE C. SOUZA CERTIFICATE NO 75,823 BOOK 506, PAGE 517 DEED BOOK 8400, PAGE 286 279.2 3 N 11 0 278.2 278 'OA V41fENT j 279.3 S /ZED AND TYpE U� 279.6 ' / % SET 0.4 01 L D ® FEEDER / �+ 283.0 281. 281.4 / X50, / eo. 9 `%+ 2s Z7fT 14D AREarR 4894± 6 FEEDER 6� 2.2 2526< V 283- 282 3+ LOCUS (14E) tea, o 91. LOCUS 2S600y �ryi (14D) S0 /Y SS3�SO�g DH /SET go vu� NOW OR FORMERLY O Ip SOUZA �p DH/FND cpvb DE TAIL N. N. T.S : a DOUBLE - USLIC WA Y LIMIT OF PRIVA E •""' BENCHMARK.- PK SET £T A.G. IN UP NO. 17313 28-11..6 - \l 1 282.4 *POLE 283 283.4 283.2 TO C.V.S. 5.O' A:G: 284 jam- DH /SET IN STONE 283.8 MAP 51, LOT 23 NOW OR FORMERLY DAVID J. & MARGARET T. HARRIS CERTIFICATE NO. 188,468 BOOK 1072, PAGE 118 FOR DOCUMENTATION PURPOSES, THE ORIGINAL CADD DISK WILL BE RETAINED BY MEL IN ADDITION, THE INFORMATION SET FOR779 ON THE DISKIMAGNETIC TAPE IS CONSIDERED PART OF MEI S INSTRUMENT OF SERVICE AND CANNOT BE USED ON OTHER PROJECTS, FOR ADD177ONS TO 7741S PROJECT, OR FOR COMPLE77ON OF THIS PROJECT BY ANOTHER DESIGN PROFESSIONAL EXCEPT BY AGREEMENT IN WRITING AND WITH APPROPRIATE COMP£NSA77ON TO MEI.. im �% OAD n j M / . 284.5 ` S + 285.7 ENCROACHMENT OF GRAVEL MgSS A,tE DRIVEWAY AND OVERHEAD WRES 284.3 MAP 51, LOT 14C 0 h NOW OR FORMERLY LEBEAU FAMILY 7RUST 284:4 DEED BOOK 21493, PAGE 520 TO C. Y.S 2 STORY 5:0' kG. WOOD FRAME DWELLING 0 119 GRANDVIEW AVENUE jam- DH /SET IN STONE 283.8 MAP 51, LOT 23 NOW OR FORMERLY DAVID J. & MARGARET T. HARRIS CERTIFICATE NO. 188,468 BOOK 1072, PAGE 118 FOR DOCUMENTATION PURPOSES, THE ORIGINAL CADD DISK WILL BE RETAINED BY MEL IN ADDITION, THE INFORMATION SET FOR779 ON THE DISKIMAGNETIC TAPE IS CONSIDERED PART OF MEI S INSTRUMENT OF SERVICE AND CANNOT BE USED ON OTHER PROJECTS, FOR ADD177ONS TO 7741S PROJECT, OR FOR COMPLE77ON OF THIS PROJECT BY ANOTHER DESIGN PROFESSIONAL EXCEPT BY AGREEMENT IN WRITING AND WITH APPROPRIATE COMP£NSA77ON TO MEI.. im �% OAD n j M NOTFS: 1. THE TOPOGRAPHY, SITE DETAIL & SURFACE IMPROVEMENTS DEPICTED HEREON WERE OBTAINED FROM A PARTIAL FIELD SURVEY CONDUCTED ON JANUARY 25, 1995 BY MERIDIAN ENGINEERING, INC. 2. THE ELEVATIONS DEPICTED HEREON WERE BASED ON THE NATIONAL GEODETIC VERTICAL DATUM (N.G. U.D.) OF 1929. STARTING BENCHMARK IS A MASSACHUSETTS HIGHWAY DEPARTMENT STONE BOUND LOCATED ON MARRETT ROAD, PROVIDED BY THE TOi1?+I OF LEXINGTON ENGINEERING DEPARTMENT ELEVATION = 249.19. J. THE LOCUS PROPERTY DEPICTED IS LOCATED IN ZONE RS -ONE FAMILY DWELLINGS 4. THE LOCUS PROPERTY IS DEPICTED AS LOTS 14D AND 14E ON TOWN OF LEXINGTON ASSESSOR'S MAP 51. 5. THE LOCATION OF ALL UNDERGROUND UTILITIES SHOWN ARE APPROXIMATE AND ARE BASED UPON A PARTIAL FIELD SURVEY AND COMPILA'77ON OF PLANS OF RECORD. MERIDIAN ENGINEERING, INC. DOES NOT WARRANTY NOR GUARANTEE THE LOCATION OF ALL U77LI77ES DEPICTED OR NOT DEPICTED. THE CONTRACTOR, PRIOR TO COMMENCEMENT OF CONSTRUCTION SHALL ERIFY THE LOCATION OF ALL UTILITIES AND CONTACT DIG SAFE AT 1 -800- 322 -4844. 6. 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, THIS DOES NOT CONSTITUTE A GAUARANTEE THAT NO SUCH EASEMENTS EXIST. INFORMATION REGARDING THE LOCATION OF WATER AND SEWER SERVICE TO THE LOCUS PARCEL AND #19 & #19 GRANDVIEW AVENUE WERE NOT AVAILABLE AT THE TOWN OF LEXINGTON PUBLIC WORKS REFERENCES- - DOCUMENT NO. 341002 -PLAN NO. 588 OF 1963 -PLAN BOOK 143, PLAN 29 -PLAN BOOK 83, PLAN 21 * -LAND COURT CASE NO. 20857 -LAND COURT CASE NO. 24425 * -LAND COURT CASE NO 26221 * -LAND COURT CASE NO. 26325 * -LAND COURT CASE NO. 27356 * -LAND COURT CASE NO 31005 * * RECORDED AT 7HE MIDDLESEX SOUTH REGISTRY OF DEEDS. GRAPHIC SCALE .Q "SI TE PLAN OF LAND 5 SCALE' 1`_-20' LOCATED IN LEXINGTON, MASSACHUSETTS FEET 20 0 10 20 40 80 wall jr rya T p r No. 34776 (MIDDLESEX COUNTY) Civil s 0 5 1D 20 3L1 METERS ` PREPARED FOR LEXINGTON HOUSING ASSISTANCE` BOARD, INC. SCALE: 1 >' 20' DATE. • FEBRUARY 6, 1995 ,max. MERIDIAN ENGINEERING, INC`. REW901VS Soo CORPORATE PLACE, SUITE 103 PEABODY, 'MASSACHUSETTS 01960. - TELEPHONE: (508) 535 -7328 DWG. No. 2622SITE SHEET No. 1 OF 1 PROJECT No. 2622 BK. 1192, PG. #42 NO. DATE DESCRIPTION BY CHK'D MgSS A,tE 0 h AVE- SIMSON a v� 0 G?gACHWLCH R YE: LOCUS fgSIFi�jy ROOSE L T RD: q Z EXi � o � p n 30 z a. LO%Y/S MAPS ?q NOT 7'O SCALE d�. NOTFS: 1. THE TOPOGRAPHY, SITE DETAIL & SURFACE IMPROVEMENTS DEPICTED HEREON WERE OBTAINED FROM A PARTIAL FIELD SURVEY CONDUCTED ON JANUARY 25, 1995 BY MERIDIAN ENGINEERING, INC. 2. THE ELEVATIONS DEPICTED HEREON WERE BASED ON THE NATIONAL GEODETIC VERTICAL DATUM (N.G. U.D.) OF 1929. STARTING BENCHMARK IS A MASSACHUSETTS HIGHWAY DEPARTMENT STONE BOUND LOCATED ON MARRETT ROAD, PROVIDED BY THE TOi1?+I OF LEXINGTON ENGINEERING DEPARTMENT ELEVATION = 249.19. J. THE LOCUS PROPERTY DEPICTED IS LOCATED IN ZONE RS -ONE FAMILY DWELLINGS 4. THE LOCUS PROPERTY IS DEPICTED AS LOTS 14D AND 14E ON TOWN OF LEXINGTON ASSESSOR'S MAP 51. 5. THE LOCATION OF ALL UNDERGROUND UTILITIES SHOWN ARE APPROXIMATE AND ARE BASED UPON A PARTIAL FIELD SURVEY AND COMPILA'77ON OF PLANS OF RECORD. MERIDIAN ENGINEERING, INC. DOES NOT WARRANTY NOR GUARANTEE THE LOCATION OF ALL U77LI77ES DEPICTED OR NOT DEPICTED. THE CONTRACTOR, PRIOR TO COMMENCEMENT OF CONSTRUCTION SHALL ERIFY THE LOCATION OF ALL UTILITIES AND CONTACT DIG SAFE AT 1 -800- 322 -4844. 6. 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, THIS DOES NOT CONSTITUTE A GAUARANTEE THAT NO SUCH EASEMENTS EXIST. INFORMATION REGARDING THE LOCATION OF WATER AND SEWER SERVICE TO THE LOCUS PARCEL AND #19 & #19 GRANDVIEW AVENUE WERE NOT AVAILABLE AT THE TOWN OF LEXINGTON PUBLIC WORKS REFERENCES- - DOCUMENT NO. 341002 -PLAN NO. 588 OF 1963 -PLAN BOOK 143, PLAN 29 -PLAN BOOK 83, PLAN 21 * -LAND COURT CASE NO. 20857 -LAND COURT CASE NO. 24425 * -LAND COURT CASE NO 26221 * -LAND COURT CASE NO. 26325 * -LAND COURT CASE NO. 27356 * -LAND COURT CASE NO 31005 * * RECORDED AT 7HE MIDDLESEX SOUTH REGISTRY OF DEEDS. GRAPHIC SCALE .Q "SI TE PLAN OF LAND 5 SCALE' 1`_-20' LOCATED IN LEXINGTON, MASSACHUSETTS FEET 20 0 10 20 40 80 wall jr rya T p r No. 34776 (MIDDLESEX COUNTY) Civil s 0 5 1D 20 3L1 METERS ` PREPARED FOR LEXINGTON HOUSING ASSISTANCE` BOARD, INC. SCALE: 1 >' 20' DATE. • FEBRUARY 6, 1995 ,max. MERIDIAN ENGINEERING, INC`. REW901VS Soo CORPORATE PLACE, SUITE 103 PEABODY, 'MASSACHUSETTS 01960. - TELEPHONE: (508) 535 -7328 DWG. No. 2622SITE SHEET No. 1 OF 1 PROJECT No. 2622 BK. 1192, PG. #42 NO. DATE DESCRIPTION BY CHK'D