Loading...
HomeMy WebLinkAboutSD-391-1121 S-OA LOGS°. TEST PIT No. _! TEST PiT No. _2_ TEST PIT No. TEST PiT No. 4 TEST PiT No. TEST PIT No. _8 TEST PIT No. _7— ELEV 270.5,t ELEV 2MOk £LEY. Z¢LOk ELEV 2AZ O ELEV. g¢,yA:t ELEV =5'f ELEV 24Z, & BDRCK. ELEY. 262.8 BDRCK. ELEV 258 3't GW ELEV 2551 k GW ELEV 21=t GW ELEV 258 a GW ELEV. 254.7'ak GW ELEV 2 0 0 0 0 0 0 0 '/HORIZON A' %" % -NORI UN A j /,KA4/ZON A'i' "HORIZON A i, HORIZON A SANDY k i Y LQAM f. SMDY QAAI , 12° �_ '' SANDY LAW / /SAM7Y LQ MV ', -� f/ARJ7lbJ B ! 13 HARJZON B, f3• HORIZON B'; , � HORIZON B' i ,cam, s caufr ;HOti /ioN e'f ca4VY 1 0RiZ, e; , 27, rsaenor cau% 24` LOAMY SAhB'\ jw £6NDYld�lil% !, jr 'HORIZON C 34• �. ,.HORiZONB: �` ..�Y 44• HORJZON C IfOR/ZGN B' . tOAMYSAAn \ 52• 'LOAMY SAfuQ `, LOAMY SAAR ' HORIZON ` LAWY S Wf) ` , 1,0W SAW, , �� lUS+V 88• 92- ESJMA� I' 9e Rqy �p`�;L GRAyS1A7NAyt,4M�QM :. ., ES11 IM ESJww ES11MA70 O 4e „; ES1N/AiED SE00MAL MW RMtISAP M SEA9DVAL /A!!MfatSQYN MW .� �..® ® 4r TEST PiTS 1 -7 WERE PERFORMED BY or PUP ASSOCIATES, LLC ON FEBRUARY 9, 2000. APPAT E CROACHMENT SMH OF GRAVEL !{RIVE M = 0 E I %� N TP/7 243 0 G .a 12..b, N I I �f 1 \ i f 4" j 4r ` ! 40"1 131T. V-- I \ 243.2+ ! \ { C: 7- 1\1., I I 1 gi I o„ 0, i S RIM 1 RiM= 239.15 INV =229.7 CLERK OF THE TOWN OF LEXINGTON, MASSACHUSETTS HEREBY CERTIFY THAT THE N077CE OF APPROVAL OF THiS PLAN BY THE LEXINGTON PLANNING BOARD HAS BEEN RECEIVED AND RECORDED AT THIS OFFICE AND NO NOTICE OF APPEAL WAS RECEIVED DURING THE 710£NTY DAYS NEXT AF7ER SUCH RECEIPT AND RECORDING OF SAID NO77CE. VL Y TOWN CLERK v�l 1 DECLARE, TO THE BEST OF MY PROFESSIONAL KNOKEDGE, INFORMATION, AND BELIEF, THAT 77-IiS PLAN WAS PREPARED IN ACCORDANCE W47H THE RULES AND RECULA77ONS OF THE REGISTERS OF DEEDS. FOR MERIDIAN ENGINEERING, INC. DATE DA7E \p-.. l 12„ 12" ,,,- 12,,j,„ 12�oA►is \ i � GRA PAR) 21 /STORY DECK GARAGE WOOD FRAME DWFLUNG \ 1 STORY PORCH NOW OR FORMERLY MARK ROBERT V17LINIC & MARIE CHRIS77NE HAR /TON- WTUNIC DEED BOOK 29147, PAGE 130* .. -• l DA 7E' "THIS PLAN IS SUBJECT TO A COVENANT DATED "THIS PLAN IS SUBJECT TO A CER77FICA7F OF AC77ON DATED __ — --- " "THIS PLAN IS SUBJECT TO A SPECIAL PERMIT DA 7ED __------ 257.4+ \\ O i NOW OR FORMERLY G KRIS77AN ARNOLD & GENEWEVE DULAC DEED BOOK 22683, PAGE 566' 2574+ + 260.3 SHED NOW OR FORMERLY STEVEN S & HARRIET W. NEZER DEED BOOK 27024, PAGE 159* A 1 rn A 268.9 + 7Pf5 TP f4 1 ! i 1. THE TOPOGRAPHY, SIZE DETAIL & SURFACE IMPROVEMENTS DEPICTED HEREON WERE OBTAINED FROM A PLAN EN777LED 'TOPOGRAPHIC S17E PLAN - LINCOLN STREET - LEXINGTON, MASS. - (MIDDLESEX COUNTY)- PREPARED BY. MEDFORD ENGINEERING & SURVEY, SCALE.• 10-20', DATED. APRIL 30, 1998. Z THE LOCUS PROPERTY DEPICTED IS LOCATED IN ZONING DISTRICT RS 3. 7HE LOCUS PROPERTY IS DEPICTED AS LOT 24A ON TOWN OF LEXINGTON ASSESSOR'S MAP 50. 4. THE LOCA770N OF ALL UNDERGROUND U77UTiES SHOWN ARE APPROXIMATE AND ARE BASED UPON A PARTIAL FIELD SURVEY AND COMPILA7701V OF PLANS OF RECORD. MERIDIAN ENGINEERING, INC. DOES NOT WARRANTY NOR GUARANTEE 7HE LOCA770N OF ALL UTTU77ES DEPICTED OR NOT DEPICTED. THE CONTRACTOR, PRIOR TO COMMENCEMENT OF CONSTRUCRON, SHALL VERIFY THE LOCA770M OF ALL U77LI77ES AND CONTACT DiG SAFE AT i -888 -344 -7233. 5. THIS PLAN DOES NOT SHOW ANY UNRECORDED OR UNWRITTEN EASEMENTS WHICH MAY EXIST. NO ATTEMPT HAS BEEN MADE 7O OBSERVE ANY APPARENT VISIBLE USES OF THE LAND; HOWEVER, THIS DOES NOT CONS77TUTE A GUARANTEE THAT NO SUCH EASEMENTS EXIST. 273.0 + I ti 268.8 + + � I rn do 0 I I \ I 1, `® 7PI}7I V A� 274.4 + Si 7P,f2 vv i 1 \\ 268.3 + i ii i �I N i A NOW OR FORMERLY PETER W. & KAY D. BENSON DEED BOOK 24672, PAGE 212* N NOW OR FORMERLY JOSEPH S & KATHERINE T. ALEN DEED BOOK 30379, PAGE 448' ALL UNDERGROUND UTILITY DATA REPRESENTS RECORD INFORMA77ON COMPILED THROUGH RESEARCH WITHOUT SURFACE DEMARCA77ON NOR SUBSURFACE VERIFiCA77ON. FEET 20 0 METERS. 0 5 No. J561DEFREC .F• 3561DEFEPL) GRAPHIC SCALE SCALE: 1 " =2O' 10 20 FOR N07ES & LEGEND SEE SHEET 4 REVISIONS ■ 0 SHEET No. 1 OF 11 i PROJECT No. 3551 e 4il�S� - -- 272 - - -- 2 FOOT CONTOUR - -270 -- 10 FOOT CONTOUR DRAINAGE SWALE 7P,{1 TEST PiT _:._ _ ; .. _ .... _.._ SEWER MAiN __.._. WATER MAIN DRAIN LINE - L - GAS MAIN WATER SERWCE BIT CONC. BITUMINOUS CONCRETE DECIDUOUS TREE CONIFEROUS TREE WATER GATE QS SEWER MANHOLE El CA7CH BASIN 243.0+ SPOT ELEVA770M HYDRANT 4 UTILITY POLE STONE WALL 000o0000o 295.3 � 5 t 1 1 1 1 1 t ) 1 i i NOW OR FORMERLY JOSEPH S & KATHERINE T. ALEN DEED BOOK 30379, PAGE 448' ALL UNDERGROUND UTILITY DATA REPRESENTS RECORD INFORMA77ON COMPILED THROUGH RESEARCH WITHOUT SURFACE DEMARCA77ON NOR SUBSURFACE VERIFiCA77ON. FEET 20 0 METERS. 0 5 No. J561DEFREC .F• 3561DEFEPL) GRAPHIC SCALE SCALE: 1 " =2O' 10 20 FOR N07ES & LEGEND SEE SHEET 4 REVISIONS ■ 0 SHEET No. 1 OF 11 i PROJECT No. 3551 \ N N �` NOW OR FORMERLY MATTHEW J. & MARINA BELYEA DEED BOOK 27471, PAGE 564* 295.3 +286. 21 i1 �j 1 279.2+ +286.5 291.3+ i NOW OR FORMERLY 1 1 i CONCORD HiLL NOW OR FORMERLY JOSEPH S & KATHERINE T. ALEN DEED BOOK 30379, PAGE 448' ALL UNDERGROUND UTILITY DATA REPRESENTS RECORD INFORMA77ON COMPILED THROUGH RESEARCH WITHOUT SURFACE DEMARCA77ON NOR SUBSURFACE VERIFiCA77ON. FEET 20 0 METERS. 0 5 No. J561DEFREC .F• 3561DEFEPL) GRAPHIC SCALE SCALE: 1 " =2O' 10 20 FOR N07ES & LEGEND SEE SHEET 4 REVISIONS ■ 0 SHEET No. 1 OF 11 i PROJECT No. 3551