The URL can be used to link to this page

Home My WebLink AboutSD-440-1t 30 N S1401 It ALL UNDERGROUND UTILITY DATA REPRESENTS RECORD INFORMATION RECOVERED THROUGH RESEARCH WITHOUT SURFACE DEMARCATION NOR SUBSURFACE VERIFICATION. MAP 76, LOT 44A KENNETH A. & SUSAN K LORE 11 SUZANNE ROAD LEXINGTON, MASSACHUS£`TTS -DEED BOOK 16330, RAGE 4. MAP 76, LOT 43A WAYNE R: DICARLO 40 KINUSWOOD ROAD NEWTON, MASSACHUSETTS 024€ 6 -DEED BOOK 48765, PACs t -DEED BOOK 48765, PAGE 291 * -DEED BOOK 9682, PAGE 78 * -DEED BOOK 16330, PAZ;E 469 * -PLAN No. 1630 OF 1946 # -PLAN No. 1804 OF 1956 -PLAN No. 24 OF 196J , -PLAN No. 1633 OF 1965 -1966 ACCEPTANCE PLAN OF SUZANNE ROAD (PLAN No. 545 OF 1966 * -1964 ACCEPTANCE PLAN OF SUZANNE ROAD (PLAN No. 538 OF 1964 * * DENOTES DOCUMENTS RECORDED AT THE MIDDLESEX SOUTH REG1SY1r - OF DEEDS I DECLARE, TO THE BEST OF MY PROFESSIONAL KNOWLEDGE, INFORMA770N, AND BELIEF, THAT THIS PLAN WAS PREPARED IN ACCORDANCE WI7H 7HE RULES AND REGULA770AIS OF THE REG;lSjS OF � DEEDS, q FOR MERIDIAN ASSOCIATES, M DA 7E FOR REGISTRY OF DEEDS USE ONLY ,-•. 1:: =.mac POND Q� oz LO z v� O a zz Q o Z Qo o WAR CC)_ � z Q Q'z �65 �0) STONE NOW OR FORMERLY TOM OF LEXINGTON ZONING DISTRICT RO l Io° 6t 0 1� 1 NOW OR FORMERLY GEORGE & LILLIAN M. GRAYSON y2� c+ s ,r #79 i + NOW OR FORMERLY DONALD A. & JOAN C. GOLDMANN 1 f J 6,. 1g° 12" ZONING DISTRICT RO FEET 40 M METERS D TEST PITS MERE PERFORMED BY PETER S POMMERSHEIM FOR MERIDIAN ASSOCIATES, INC. ON OCTOBER 3, 2006. TEST PIT- 7P -01 ELEV 192.51 0 " -10" HORIZON A: FINE SANDY LOAM 10 " -20" HORIZON B: SILT LOAM 20 " -32" HORIZON 82: FINE SAND 32 " -48" LAYER Cl: STRARFED SANDS 48 " -54" LAYER C2: CLAY 54 " -72" LAYER C3: STRATIFIED FINE & MEDIUM SANDS 72' -86" LAYER C4: COARSE SAND WITH 509 GRAVEL AND 20% COBBLES E.SH.GW 0 48" (ELEV - 188.5) TEST PIT- 7P -03 ELEV 189.0_ 0 " -8" HORIZON A: FINE SANDY LOAM 8 " -18" HORIZON B.• SILT LOAM 18 " -60" LAYER Cl: S7RA77FIED SANDS 60 " -66" LAYER C2: CLAY 66 " -120" LAYER C3.• COARSE SAND WIT H 509 GRAVEL AND 20% COBBLES E:S.H.G.W. 0 48" (ELEV= 185.0) TEST P1 T- 7F -05 ELEV ?94.51 0 " -4" HORIZON A: FINE SANDY LOAM 4 " -16" HORIZON 8: COARSE SAND 16 " -64" LAYER Cl: STRA77FIED SANDS 64 " -68" LAYER C2: CLAY 68" -108" LAYER C3: COARSE SAND WIN 50% GRAVEL AND 209 COBBLES ES.H.GW. 0 36" (ELEV- -191.5) TEST PIT 7P -07 ELEV i923t 0 " -8" HORIZON A: FINE SANDY LOAM 8 " -24" HORIZON B: SILT LOAM 24 " -84" LAYER Cl: STRATIFIED COARSE SANDS 84 " -96" LAYER 02: VERY FINE SAND 96" -100" LAYER C3. CLAY - 100" -106" LAYER C4: COARSE SAND WITH 50% GRAVEL AND 209 COBBLES ES.H.GW. & 84" (ELEV - 185.3) TEST PIT 7P -09 ELEV.- 195.3_ O' -8" HORIZON A: FINE SANDY LOAM 8 " -14" HORIZON B: SILT LOAM . 14" -108" LAYER Cl: STRATIFIED SANDS 108" -112" LAYER C2: CLAY 112 " -124" LAYER C3.• COARSE SAND WlrH 50% GRAVEL AND 20% COBBLES E.S.H.GW 0 48 "(ELEV- 191.3) P-0=ld DO DATA PERFORMED BY PETER S POMM2RSH0M FOR MAI WITNESSED BY.• UNOFFICIAL TEST HOLE No. TP-04 "J TEST HOLE Nc, TP-10 B" DA 7E• OCTOBER 3, 2006 DATE.• OCTOBER J. 2006 PERC RATE. • < 2min%nch PERC RAM < 2min /Inch DEPTH OF TEST, 84" DEPTH OF TEST 130" T.B.M.# DESCRIP77ON ELEVA770M Q CUT SPIKE SET IN 194.25 U77LITY POLE 6, 1.0' A.G. SPIKE AND WASHER SET AT CENTERLINE END 193.84 BITUMINOUS SIDEWALK (SEE NO 6) GRAPHIC SCALE SCALE: l--40' 20 40 80 16 20 40 60 2 17, DWG No. 4580DEFLANALYSIS02 1 1 7, 'XREF.• 4580DEFREC) I PTO; REVISIONS PER PLANNING COMMENTS NO CHANGE THIS PAGE A TEST PIT. TP -02 ELEV.- 192.81 a'P O '-8" HORIZON A: FINE" SANDY LOAM �O 8 " -20" HORIZON B: SILT LOAM 20 " -58" LAYER Cl: S7RA77FIED SANDS FyTRO �� 58 " -64" LAYER C2: CLAY 64 " -84" LAYER C3.• COARSE SAND WTH A Fb 509 GRAVEL AND 20% COBBLES E.SH.GW. 0 48" (ELEV- 188.8) TEST PIT- 7P -04 LOO`tIS MAP: ELEV 191.71 (NOT TO SCALE) 0 " -8" HORIZON A: FINE SANDY LOAM 8 " -20" HORIZON B., FINE SAND 20 " -60" HORIZON Cl: STRATIFIED SANDS 60 " -66" LAYER C2. CLAY 66" -100" LAYER C3.• COARSE SAND M71N 509 GRAVEL AND 209 COBBLES 'ta ro E.SH.GW 0 48" (ELEV =187.7) - - -i90- TEN FOOT CONTOUR -- 194 - -- - TWO FOOT CONTOUR I- i91.1 SPOT GRADE C�c-X'e:0 STONE WALL TEST PIT- 7P -06 STONE RETAINING WALL ELEV. 197.81 \�Wh` � 7R --' LINE 0 " -44" FILL CONIFEROUS TREE 44" -108" LAYER Cl: STRATIFIED SANDS 108" -114" LAYER C2: CLAY DECIDUOUS TREE 114" -132" LAYER C2: COARSE SAND WITH 50% GRAVEL AND 209 COBBLES TEST PIT 68" -108" LAYER C3: COARSE SAND W7H 50% GRAVEL AND 20% COBBLES E.S.H.GW. LIGHT 80" (ELEV =191.1) y0jUP;_ U77LITY POLE WTH LIGHT __0Hv/ OVERHEAD WIRE TEST PIT. 7P -08 i _ GUY WRE ELEV 195.51 __.. TERMINUS UNKNOWN 0 " -8" HORIZON A:, FINE SANDY LOAM _ COMPILED WATER LINE 8 " -20" HORIZON B. FINE SAND 20 " -72" LAYER Cl: STRATIFIED COARSE SANDS -- - A" � :OMPILED WATER SERVICE 72' -96" LAYER C2: VERY FINE SAND ®IBC WATER GATE 96" -100" LAYER'C3: CLAY OS SEWER MANHOLE 100" =108" LAYER C4r _COARSE SAND WITH COMPILED SEWER LINE 509 GRAVEL AND 20% COBBLES COMPILED SEWER SERVICE ES.H.G.W. ® 48" (ELEV =191.5) COMPILED GAS LINE CAST IRON TEST PIT- 7P -10 " POLYVINYL CHLORIDE ELEV 194.81 ASBESTOS CLAY O " -8" HORIZON A: FINE SANDY LOAM' `' BLACK STEEL 8 " -14" HORIZON B.• SILT LOAM , NC. CONCRETE 14" -108° LAYER Cl: STRATIFIED SANDS 37 T. BITUMINOUS 108' -112" LAYER C2: CLAY B. BASKETBALL 112" -124" LAYER C3: COARSE SAND M7TH MB MAIN BOX 50% GRAVEL AND 209' COBBLES EOP EDGE OF PAVEMENT ES.H.G.W. 0 48" (ELEV= 190.8) U1'✓ INVERT CALCULATED A.G. ABOVE GRADE -h WFt WETLAND FLAG LIMIT OF INTERMITTENT STREAM /WETLAND BOUNDARY - BUFFER LINE sl� DIREC77ON OF OVERL AND WATER FLOW 1. THE TOPOGRAPHY, S17E DETAIL & SURFACE IMPROVEMENTS DEPICTED ON 'THE LOCUS PROPERTY HEREON WERE OBTAINED FROM AN INSTRUMENT SURVEY CONDUCTED ON 77-IE GROUND BY MERIDIAN ASSOCIATES INC. BETWEEN SEPTEMBER 22-27, DECEMBER 20 2006 & JANUARY 10, 2007 2 THE LOCUS PROPERTY DEPICTED IS LOCATED IN ZONE RO. 3. THE LOCUS PROPERTY IS DEPICTED AS LOTS 44A AND 43A ON TOWN OF LEXINGTON ASSESSOR'S MAP, 76. 4. THE LOCA77ON OF ALL UNDERGROUND U77LI77ES SHOWN ARE APPROXIMATE" AND ARE BASED UPON A PAR77AL FIELD SURVEY AND COMPILA770N OF PLANS OF RECORD. MERIDIAN ASSOCIATES„ INC. DOES NOT WARRANTY NOR GUARAN7EE THE LOCA77ON OF ALL U77LtTIES DEPICTED OR NOT DEPICTED. THE CON7RACTOR, PRIOR TO COMMENCEMENT OF CONSTRUCTION SHALL VERIFY THE LOCA77ON OF ALL �1OL1TIES END CONTACTIDIC SAFE AT 1 -888 -344 -7233 5. THIS Iw •N DOES NOT SHOW ANY UNRECORDED OR UNWRITTEN EASEMENTS WHICh° .4A EXIST A REASONABLE AND DILIGENT ATTEMPT HAS BEEN MADE TO OBSERVE ANY APPARENT, VISIBLE USES OF THE LAND; HOWEVER, THIS DOES NOT CONS77TU7E A GUARANTEE THAT NO SUCH EASEMENTS EXIST. 6 TtfE ELEVA77ONS DEPICTED HEREON WERE BASED ON THE TOWN OF LEXIA,: VER77CAL DATUM. STAR77NG BENCHMARK: AS PER PLAN 'PLAN OF LA,.. €ia LEXINGTON MA. SHOWING SEWER CONSTRUCTION LOCA77ONS" DATED A SUST 1, 1972, PREPARED BY THE TOWN OF LEXINGTON ENGINEERING DEPARTMENT SEWER MANHOLE ##11 (CORRESPONDS TO MAI SMHljl1), SUZANNE RcM f? LEXINGTON, iMASSACHUSETTS, INVERT ELEVATION =189:20: 7. THE WETLAND RESOURCE AREAS DEPICTED ON THIS PLAN WERE DEM, s. 1 iED BY LEC ENVIRONMENTAL CONSULTANTS IN OCTOBER 2006 11 SUZANNE ROA. DEFINITIVE SUBDIVISION (IN ACCORDANCE WITH 3 CTION 135 -38E) ST7'E7 ANALYS .5 PLAN LOCATED Y ^r * LE )U I � AEI i (MIDDLESEX COUNTY) � PREPARED r� OR KENNETH LORD & WAYNE DICAPLO SCALE: 1 " 40' DATE: MAY 17 IP007 N ` "'' M E R I D I A N RICHARD E. WAIIT,JR. ASSOCIATES, INC. CIVIL �„ 152 CONANT STREET 89 mux STREET, SURF I'M No. 34776 BEVERLY, MASSACHUSETTS 01915 WESTBOROUGH. MASSAEHUSr.M 1111581 9F 7 TELEPHONE: (978) 298 -0447 TELEPHONE: (508) 871 -�C�C JPG REW W".MERIDUNASSOC.COM _ JPG REw *" SHEET No. 2 OF 6 .PROJECT No. 458' BY CHK'D - oPY*�Sh:ObY Meridi�ASaocuta,la. Ati rzc „H'. +em::."