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Home My WebLink AboutSD-454-4m ■ r ALL UNDERGROUND UTILITY DATA REPRESENTS RECORD INFORMA TION RECO tUERED THROUGH, RESEARCH WI THOUT SURFACE DEMARCATION NOR SUBSURFACE VERIFICA770N. ®. - of i TB.M.# DESCRIP770N ELEVATION BRUCE S CUT SPIKE IN U77LITY 238:67 BRUCE POLE 58A, 1.9' A.G. GORDON & /� CUT SPIKE IN 30" 249.56 A OAK TREE, 20' A.G. 327* (SEE NOTE 6) NOW OR FORMERLY BERTRAND RENAUD & BENEDICTE RENAUD DEED BOOK32927, PAGE 546* NOW OR FORMERLY OLIVER F & MYRA R. T MORGAN DEED BOOK 27874, PAGE 126* PLAN BOOK 349, PLAN 49* NOW OR FORMERLY MICHAEL G CUR77N & DEBRA A. CUR17N DEED BOOK 50089, PAGE 287* Stu 272.2 I 174E TOWN 264.4 .R77FY THAT Y 7HE CEIVED AND NOW OR FORMERLY OF APPEAL 353 MARRETT ROAD REALTY 7RUST AFTER SUCH GORDON W & MYRNA NEFF, IRS. DEED BOOK 35844, PAGE 555* p,!4. m 44t2 S- ,rid TOWN CLE#K DA 7E APPROVED BY• "NOWN PCANNINO BOARD -o DA 7E. M 40,4'.* 001, 3�g J k�s NOW OR FORMERLY ANNE W. RODMAN & NOW OR JOHN LEMPES/S / / m Z o FORMERLY DEED BOOK 2761, / / / / _ I ANNE W. R00MA PAGE 599 & JOHN QWp NOW OR L£MPEOS FORMERLY DEED BOOK R 1761. PAGE LY GORDON & EVA S GORDON EVA DEED BOOK 11038, PAGE OK 327* AGE i 6 28 A pRP� F.G.F.= 279 :9 J2� tp341 FF.= 81 3 F.8.F.= vAw,_.__272.7 a+* s o \ +258.5 i 2 " 2, NOW OR FORMERLY CHRIS77NE S & ELMERF"' KLOS7ERMANN DEED BOOK 14033, PAGE�AV8 PLAN- Na-Z74 OF 1944* �PROXIMA7E LOCA77ON 24" s 8 "�� - s--- - - - -s- 1Vl�iIT, -- -- - -- _ SMH1 RIM = 245.8' <j -G- - _. - INV =2340 "THIS PLAN NOW 0 BRUCE S FORMER A BRUCE "THIS GORDON & IS GORDON TO DEED BO \11038, P CERTIFICATE OF ACTION DATED 327* PLAN tp341 FF.= 81 3 F.8.F.= vAw,_.__272.7 a+* s o \ +258.5 i 2 " 2, NOW OR FORMERLY CHRIS77NE S & ELMERF"' KLOS7ERMANN DEED BOOK 14033, PAGE�AV8 PLAN- Na-Z74 OF 1944* �PROXIMA7E LOCA77ON 24" s 8 "�� - s--- - - - -s- 1Vl�iIT, -- -- - -- _ SMH1 RIM = 245.8' <j -G- - _. - INV =2340 "THIS PLAN IS SUBJECT TO A COVENANT DATED ----- "THIS PLAN IS SUBJECT TO A CERTIFICATE OF ACTION DATED "THIS PLAN IS SUBJECT TO A SPECIAL PERMIT DATED H t 1 1 ++ 33g-�.6 s7Otj 6 0) PILLARS 10 Al NOW OR FORMERLYl�! y y 5A'NDRA WOOD W / -DEED K 160741 1! !/ Yn� +�8f iPAGE 94 *!/ I / o�i1A 0 2 .2 �/ _ pPPR0p�0 N t 11 � NOW OR FORMERLY THOMAS TODD IN / DEED BOOK 17469, PAGE 426* C E / I % ! +26,60 / 0� y141 z" cylt. f +256.5 �P 2" DU £ 4 "» 1" ! 4 8, 6" 18° // 1 f 1 +2 2 .91 O / j + U -0 �5 t+ +255.2 J ! 256.5 256- EXIST. SHED APPROX. M � 33 /LO" 4 LOCATION ! { ' NOW OR FORMERLY " f !I +2553 0 FARAMARZ JAMSHIDI & " +254.3 PARVANEH BARAKHSHAN 1 U -08 Df�fD BOOK 25840, PAGE 33 12 15 12 "p 2558 14" 7 TA i AREA= 20 / +103,545±S.F +254.0 �� o ,/257.4 (2.3l yxAC.) l'?g^� 255.5 C 1 12 "/ W 32" 1 -05 p j54 +255.4 8 "--- " OUBLE �" � / 8 "" #J65 -367 18 � BLE 12' - APPROXIMA7 5 252 2" LOCA'71ON 7" 9" +250.8 5 �p NOW OR FORMERLY 365 -367 WALTHAM STRiEET 248 2474 \ CONDOMINIUM,- * DEED BOOK 25864( PAGE 283 o - - - -- �� i U 243. m \\ APPROX. \\ LOCA77ON ` APPROX.! LOCA770M 39. 1�((4OW`OR FORMERLY p MAROAR£T B. - &,77Y01HY L. Ile 1 / / V -,,HEITZ 1 D i _ (20K 2374,7, PAGE 2193 8 PLAN W -574. Of39A-4 *_ - )H PL57 / _ n w W- -_ - -- / - NI (STATE HIGH 4Y -50' WIDE) ) - I�P�9A4'$SV - - - - -- ! ! LOCATION / / 2 =236.4 :226.3 GRAPHIC SCALE SCALE.' 1' =40' FEET 40 0 20 40 80 160 METERS 0 10 20 40 60 LEGM - - -- -236- -- - TW FOOT CONTOUR - -- 290 - -- 7EN FOOT CONTOUR +262.2 om 4 B.B. BITUMINOUS BERM EOP EDGE OF PAVEMENT STONE RETAINING WALL DR x- WIRE FENCE -o o a- STOCKADE FENCE 0 SHRUB DECIDUOUS TREE CONIFEROUS TREE WELL ®C -01 AIR COND17IONER ® GAS METER +UGG ° F.F.F OPpCi A F.B.F. FINISHED BASEMENT FLOOR FG.F. FINISHED GARAGE FLOOR BEK. CONCRETE PAD CONC. CONCRETE OWEVASM&M T° H.P. HIGH POINT QUP UTILITY POLE oQ UPL NORTH SHORE CONSTRUCTION & DEVELOPMENT, INC -DEED BOOK 23717, PAGE 219 -PLAN BOOK 349, PLAN 49 )- - GUY WIRE 4 RONALD LOPEZ, PRESIDENT (S)SMH -PLAN 574 OF 1944 SMH COMPILED SEWER MANHOLE - - - -S- - - - COMPILED SEWER LINE 215 SALEM S7REET V17RIREO CLAY -PLAN 72 OF 1946 POLYNNYL CHLORIDE �<'r WATER GATE WOBURN, MASSACHUSETTS 01801 ®EMH -PLAN 1294 OF 1954 * -� LOCUS QDMH -DEED BOOK 51506, PAGE 178* - - - -D - - - - COMPILED DRAIN LINE -PLAN 366 OF 1955 * - - - -WS- -- - COMPILED WATER SERVICE yl 480 COMPILED WATER GATE a REDUCER -PLAN 1658 OF 1956 STA7E HIGHWAY LAYOUT OF MARRETr ROAD 01P10%%l,0A COMPILED EXISTING PATH -1896 Io 4'c FORMERLY MIDDLE STREET * �pRRE -1929 COUNTY LAYOUT OF WAL7HAM STREET * DENO7ES DOCUMENTS RECORDED AT THE MIDDLESEX R1 ST 3 SOUTH REGISTRY OF DEEDS Lwjs: ° (NOT TO SCALE) SOIL INFDW 170N. THESE UNOFFICIAL TEST PITS WERE PERFORMED BY APRIL C. FERRARO, LICENSED SOIL EVALUATOR, OF MERIDIAN ASSOCIATES, INC. ON JANUARY 17, 2008. TEST PIT U -Of TEST PIT- U -04 TEST PIT: U -07 ELEV = 245.0& ELEV = 286.2.* ELEV.= 256.8_ E.SH.G.W ELEV= 250.6_ E.S.H.GW. ELEV.= 240.21 E.S.H.GW. ELEV= 281.6_ 0" -12" HORIZON Ap: F7NE SANDY LOAM 0 -10" 10" -16" ORGANIC HORIZON A: FINE SANDY LOAM 0' -9" 9=20m ORGANIC HORIZON AP: FINE SANDY LOAM 12' -32' 32" -72" HORIZON Bw.° FINE SANDY LOAM HORIZON C: LOAMY SAND 16" -28" HORIZON Bw° FINE SANDY LOAM 20' -27' HORIZON Bw.° ONE SANDY LOAM E.SH.GW. 0 55" 28 " -73" HORIZON Cl: GRAVELLY LOAMY SAND 27" -37" 37" -89" HORIZON Cl: RNE LOAMY SAND HORIZON C2: GRAVELLY COARSE LOAMY SAND 73" -78' HORIZON C2: COARSE SAND 75" E.S. H. G. W. 0 55" E.SH.G.W. 0 ' mmm, TEST PI I- U -02 "" Ip345 ELEV= 262.3# ES.H.GW. ELEV.= 259.1_ TEST PIT- U -05 TEST PIT: £iEV. =254.8.* U- 1 APPROXIMATE op-go HORIZON A: RNE SANDY LOAM ELEV= 253.1.* E.SH.DW ELEV.= 251.3# LOCA77ON 9 =20" HORIZON 8w: RNE SANDY LOAM E.SH.G.W. ELEV= 250.2_ op-80 ORGANIC 20" -48' 48" -60" HORIZON Cl: LOAMY SAND HORIZON C2.• COARSE SAND 0" -32" 32" -45' FILL HORIZON C. SANDY LOAM 8 -16 16' -28" HORIZON A: RNE SANDY LOAM HORIZON Bw: FINE SANDY LOAM E.SH.GW 0 39" E.SH.GW 0 35" 28' -70" HORIZON C. RNE COARSE LOAMY SAND, E.S H.G W. 0 42' TEST PIT. U -03 TEST PIT-. U -06 ELEV.= 241.0_ ELEV =26581 TEST PIT: U -09 E.S.H.G.W. ELEV =233.6.+ ES.H.GW ELEV= 261.1_ ELEV =256.3& 0" -14" HORIZON Ap: RNE SANDY LOAM 0' -18" HORIZON AP: RNE SANDY LOAM E.SH.G W. ELEV.= 252.9t l4' -22" HORIZON Bw.° RNE SANDY LOAM 18" -30" HORIZON Bw: RNE SANDY LOAM O=6* HORIZON A: RNE SANDY LOAM 22' -39' HORIZON Cl: LOAMY SAND 30" -40' HORIZON Cl: LOAMY SAND 6 " -18" HORIZON Bw: FINE SANDY LOAM 39"- 120 "HORIZON C2 LOAMY SAND 40 =82' HORIZON C2: COARSE SAND 18' -55" HORIZON C. LOAMY SAND E.SH.GW. 0 89" E.S.H.GW 0 57" E.SH.G.W. 0 40' ! { ' NOW OR FORMERLY " f !I +2553 0 FARAMARZ JAMSHIDI & " +254.3 PARVANEH BARAKHSHAN 1 U -08 Df�fD BOOK 25840, PAGE 33 12 15 12 "p 2558 14" 7 TA i AREA= 20 / +103,545±S.F +254.0 �� o ,/257.4 (2.3l yxAC.) l'?g^� 255.5 C 1 12 "/ W 32" 1 -05 p j54 +255.4 8 "--- " OUBLE �" � / 8 "" #J65 -367 18 � BLE 12' - APPROXIMA7 5 252 2" LOCA'71ON 7" 9" +250.8 5 �p NOW OR FORMERLY 365 -367 WALTHAM STRiEET 248 2474 \ CONDOMINIUM,- * DEED BOOK 25864( PAGE 283 o - - - -- �� i U 243. m \\ APPROX. \\ LOCA77ON ` APPROX.! LOCA770M 39. 1�((4OW`OR FORMERLY p MAROAR£T B. - &,77Y01HY L. Ile 1 / / V -,,HEITZ 1 D i _ (20K 2374,7, PAGE 2193 8 PLAN W -574. Of39A-4 *_ - )H PL57 / _ n w W- -_ - -- / - NI (STATE HIGH 4Y -50' WIDE) ) - I�P�9A4'$SV - - - - -- ! ! LOCATION / / 2 =236.4 :226.3 GRAPHIC SCALE SCALE.' 1' =40' FEET 40 0 20 40 80 160 METERS 0 10 20 40 60 LEGM - - -- -236- -- - TW FOOT CONTOUR - -- 290 - -- 7EN FOOT CONTOUR +262.2 SPOT GRADE B.B. BITUMINOUS BERM EOP EDGE OF PAVEMENT STONE RETAINING WALL -x x x- WIRE FENCE -o o a- STOCKADE FENCE 0 SHRUB DECIDUOUS TREE CONIFEROUS TREE WELL ®C -01 AIR COND17IONER ® GAS METER +UGG UNDERGROUND GAS MARKER F.F.F FINISHED FAST FLOOR F.B.F. FINISHED BASEMENT FLOOR FG.F. FINISHED GARAGE FLOOR CONCRETE PAD CONC. CONCRETE BIT. CONC. 817UMINOUS CONCRETE H.P. HIGH POINT QUP UTILITY POLE oQ UPL UTILITY POLE WIN LIGHT OHW OVERHEAD WIRE )- - GUY WIRE 4 7ERMINUS UNKNOWN (S)SMH SEWER MANHOLE SMH COMPILED SEWER MANHOLE - - - -S- - - - COMPILED SEWER LINE VC V17RIREO CLAY PVC POLYNNYL CHLORIDE ® WATER GATE ----W - - - - COMPILED WATER LINE ®EMH ELECTRIC MANHOLE -� SIGN QDMH DRAIN MANHOLE - - - -D - - - - COMPILED DRAIN LINE - - - -G- - - - COMPILED GAS LINE - - - -WS- -- - COMPILED WATER SERVICE - - - -SS- - - - COMPILED SEWER SERVICE 480 COMPILED WATER GATE a REDUCER E.SH.GW. ES77MA7ED SEASONAL HIGH GROUND WATER 01P10%%l,0A COMPILED EXISTING PATH 3 3/4/09 2 2/6/09 DWG. No. 4938DEFREC 1 112910 (X -REF: 4938DEFEPL) NO. DATE REVISIONS NO REVISIONS THIS SHEET RA BWT NO REVISIONS THIS SHEET RA BWT NO REVISIONS THIS SHEET RA BWT G`E'NERAL_ NOm 1. THE TOPOGRAPHY, SITE DETAIL & SURFACE IMPROVEMENTS DEPICTED HEREON WERE OBTAINED FROM AN INSTRUMENT SURVEY CONDUCTED ON 774E GROUND BY MERIDIAN ASSOCIATES, INC. - BET*EEN JANUARY 4, 2008 AND FEBRUARY 7, 2008. 2 THE LOCUS PROPERTY DEPIC7ED IS LOCATED IN ZONE RS J. 774E LOCUS PROPERTY IS DEPICTED AS L07S 236 AND 264 ON THE TOWN OF LEXINGTON ASSESSOR'S MAP 33. 4. THE LOCA77ON OF ALL UNDERGROUND U77LI77ES SHOWN ARE APPROXIMATE AND ARE BASED UPON A PARTIAL FIELD SURVEY AND COMPILA7701V OF PLANS OF RECORD. MERIDIAN ASSOCIATES, INC. DOES NOT WARRANTY NOR GUARAN7EE THE LOCATION OF ALL UTILITIES DEPICTED OR NOT DEPICTED. 7H£ CONTRACTOR, PRIOR TO COMMENCEMENT OF CONSTRUCTION, SHALL VERIFY THE LOGA770N OF ALL U7ILI17ES AND CONTACT DIG SAFE AT 1 -888 -344 -7233. 5. THIS PLAN DOES NOT SHOW ANY UNRECORDED OR UNWRITTEN EASEMENTS W41CH MAY EXIST. A REASONABLE AND DILIGENT ATTEMPT HAS BEEN MADE TO OBSERVE ANY APPARENT, VISIBLE USES OF THE LAND, HOWEVER, THIS DOES NOT CONS777UTE A GUARANTEE THAT NO SUCH EASEMENTS EXIST. 6. THE ELEVA77ONS DEPICTED HEREON WERE BASED ON THE NA'7701VAL GEODE77C VER77CAL. DATUM (NGV.D.) OF 1929. ° NnLITY _10?A aES 1V07ES- WATER SERVICE FOR ONS17E STRUC7URES/DWELUNGS -ONLY AVAILABLE RECORD INFORMATION PROVIDES TIES TO A WATER GATE D EPIC7ED ON THIS PLAN. NO RECORD INFORMA77ON WAS AVAILABLE FROM THE TOWN OF LEXINGTON DEPARTMENT OF PUBLIC WORKS OR ENGINEERING DEPARTMENT DEPIC77NG THE ACTUAL LOCA77ON OF THE SERVICE PIPES SEWER SERVICE FOR ONS17F STRUCTURES/DWELUNGS -ONLY AVAILABLE RECORD INFORMARON PROVIDES 17ES TO THE SEWER MANHOLES NO RECORD 1NFORMA77ON WAS AVAILABLE FROM THE TOWN OF LEXING701V DEPARTMENT OF PUBLIC WORKS OR ENGINEERING DEPAR7MENT. THE SEWER SERVICE DEPICTED ON THIS PLAN IS APPROXIMATE ONLY ADD17701VAL INVES77GA77ON NEEDS TO BE COMPLETED IF EXACT LOCA77ON IS REOUIRED. MARRETT ROAD CONDOMINIUMS DEFINITIVE SUBDIVISION (IN ACCORDANCE WITH SECTION 175 -111-1) RECORD CONDITIONS PLAN LOCATED IN LEXINGTON, MASSACHUSETTS (MIDDLESEX COUNTY) W PREPARED FOR I NORTH SHORE CONSTRUCTION & DEVELOPMENT, SCALE. • 1 "_ 40' DATE: DECEMBER 3, 2l MERIDIAN ASSOCIATES 152 C014MT STREET' BEVERLY, 69 MILK STREET SUITE 30 SHEET No. ` OF f PROJECT •