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Home My WebLink AboutSD-341-1co I DECLARE, TO THE BEST OF MY PROFESSIONAL KNOWLDEGE, INFORMA RON, AND BELIEF, THAT THIS PLAN WAS PREPARED IN ACCORDANCE WITH THE RULES AND REGULATIONS OF THE REGISTERS OF DEEDS. FOR MERIDIAN ENGINEERING DATE COLLABORATIVE, INC. FOR REGISTRY OF DEEDS USE ONLY N 187 � r E k�<3 W 3: N N 2 �J i h \� Q PAt e v �. �0 7 F s !1 e��Zo 'yo � 36� 12- NOW OR FORMERLY 24 JEFFREY C. ALPLRI T 1 j � � 12" iT�IIFV 'R- B1 8 72 TUMINOUS CONCRE7� � ?5" a PARKING AREA 5 l� � 12� f1i ON STONE 11°24" ON FENC � AT RIM ;K OF S( WALK' EXIT. WT NCI (N �9 176.00 SMH jf3 40" "1 8" STIN G 177.15 SMH 1 4C. DRI 181.88 N ti ti w 15" F WE EXIST. 1 X84 - -- -- 1-2 - i 12" 24 I h D � W'UG m my "x 0 RIM INVERT IN INVERT OUT SMH 1 12)24 176713(SMH 2) 176. 42 PLEASANT SL 176.00 SMH jf3 SMH 2 "1 8" ', 42 177.15 SMH 1 CB 1 181.88 180. 12 15' K LINE CB 2 182.15 179.43 CB 1 17Z,971 5 TRUNK LINE CB 3 183.07 \ EXISTING CB 4 184.99 ABUILDING 181.09(DMH 1) - - - - -- EXIS77NG \ 18224 FROM CHURCH j GRAVEL \ 185.09 1 DRIVEWAY rFtL1 1 EXISTING ED W EBRIS FILLED DEBRIS W! i BUILDING 182.42 173.12 SMH _11 t #627 - I NOW OR FORMERLY TOWN OF LEXINGTON (THE WALDORF SCHOOL) PARKING AREA FENCEE D R4, N rT - -- - 12"" i OWNER OR OWI 0,. UNKNOWN E ". 16,. 12 s `RS \ i 1 I 11 7 1 7 Q 1 I �yi lot 7�1 l'c1 t 7 t T / v NOW OR FORMERLY nZ U l! t! TOWN OF LEXINGTON (THE WALDORF SCHOOL) \ a 15h „,20' \ \ - X86 L 5' CHAIN LINK ' t FENCE II+ ti NOW OR FORMERLY TOWN OF LEXINGTON - (THE WALDORF SCHOOL) c APPROVED BY LEXINGTON PLANNING BOARD C EE c DATE U71L RIM INVERT IN INVERT OUT SMH 1 185.09 176713(SMH 2) 176. 42 PLEASANT SL 176.00 SMH jf3 SMH 2 185.15 FILLED W DEBRIS 177.15 SMH 1 CB 1 181.88 180. 12 15' K LINE CB 2 182.15 179.43 CB 1 17Z,971 5 TRUNK LINE CB 3 183.07 178. 91 15 TRUNK LlN CB 4 184.99 18204(CB 5) 181.65(12 "RCP) 182.17(CB 6) 181.32(15" RCP) 189.23 12'RCP PLEASANT S 181.09(DMH 1) CB 5 184.86 18224 FROM CHURCH 18 .96 C8 CB 6 185.09 18284 CB 4 rFtL1 1$4.78 ED W EBRIS FILLED DEBRIS W! 3 182.42 173.12 SMH _11 FILLED W EBRIS "THIS PLAN IS SUBJECT TO A COVENANT DATED�E "THIS PLAN IS SUBJECT TO A CERTIFICATE OF ACTION DATED baaq —q� -” 'EXIS77N APPROXIMATE LOCATION OF A 10' WIDE EASEMENT OILDIN CONVEYED TO THE COLONIAL THIS PLAN 1S SUBJECT TO A SPECIAL PERMIT DATED, (_ Al611 BEACON OIL COMPANY (DEED BOOK 6814, PAGE 214) _ DEPICTED ON PLAN 1273 OF 1945 ryBRIDGE -- _-I - — _- - - H - - - - -- NOW OR FORMERLY "' _._ --- -- """' _ _ _ - - -_ - _ _ - - " � � - - JAMES L. PRANSKY, _ _ -- BROOK` NOW OR FORMERLY CHARLES D, DONAHUE _ _l - FLOW TOWN OF LEXINGTON & PE7ER BROgAN --- -- SICKLE (7HE WALDORF SCHOOL) - FLOW NOW OR FORMERLY APPROXIMATE LOCATION TOWN OF LEXINGTON OF EDGE OF BROOK DWG No. 2402MAIN(SCRIPT.2402EXIS) REVISIONS I _ �_ _de,� ✓ ALfwcLERK OF THE TOWN OF LEXINGTON, M S ACHUSETTS HEREBY CERTIFY THAT 7NE NOTICE OF APPROVAL F THIS PLAN BY THE LEXINGTON PLANNING BOARD HAS BEEN RECEEVED AND RECORDED AT THIS OFFICE AND NO N077CE OF APPEAL WAS RECEIVED DURING THE TWENTY DAYS NEXT AFTER SUCH RECEIPT AND RECORDING OF SAID NOTICE. D 1 1,A14$ t" CLERK D TE i i i 1. ELEVA BONS ARE BASED ON THE TOWN OF LEXINGTON SEWER DATUM. 2. TOPOGRAPHIC SURVEY PREPARED FROM A FIELD SURVEY CONDUCTED ON THE GROUND BY MERIDIAN ENGINEERING COLLABORATIVE, INC. BETWEEN AUGUST 3, 1993 AND SEPTEMBER 16, 1993. J. THE LOCATION OF ALL UNDERGROUND UTILITIES SHOWN ARE APPROXIMATE AND ARE BASED UPON A PAR77AL FIELD SURVEY AND COMPILATION OF PLANS OF RECORD. MERIDIAN ENGINEERING COLLABORATIVE, INC. DOES NOT WARRANTY NOR GUARANTEE THE LOCA77ON OF ALL U77LI77ES DEPICTED OR NOT DEPICTED. THE CONTRACTOR, PRIOR TO COMMENCEMENT OF CONSTRUCTION, SHALL !VERIFY THE LOCA77ON OF ALL UTILITIES AND CONTACT DIG SAFE AT 1 -800- 322 -4844. 4• SEE SHEET NUMBER 4 OF 12 FOR THE PROPERTY RIGHTS PLAN OF LAND. i , El EXIS77NG STONE BOUND EXISTING DRAIN MANHOLE Qs EXISTING SEWER MANHOLE ❑ CB EXISTING CATCH BASIN {}UP EXISTING U77LITY POLE Q EXISTING FIRE HYDRANT pd EXISTING WATER GATE O WS EXISTING WATER SERVICE o GG EXISTING GAS GA 7E SIGN o MAILBOX LIGHT POLE GUARD RAIL —DG DG- EXISTING DEAD GAS LINE — D D — EXISTING STORM DRAIN — S S— EXISTING SANITARY SEWER —w—w— EXISTING WATER MAIN — G G EXISTING GAS MAIN E E EXISTING UNDERGROUND ELECTRIC —OH OHW— EXISTING OVERHEAD WIRES — - 752 — -- EXISTING CONTOUR CONIFEROUS TREE DECIDUOUS TREE RETAINING WALL STONE RETAINING WALL TREE LINE , STONE WALL RCP REINFORCED CONCRETE PIPE AC ASBESTOS CEMENT HP HIGH PRESSURE DI DUC77LE IRON B/ T. CONC BITUMINOUS CONCRETE , i I i 4 4 GRAPHIC SCALE SCALE. 1 ' =40' FEET 40 O 20 40 80 160 0 10 20 4D *4'e \ /Tj��y LOCATED IIvNy a��p waaUr '�m�$, LEXINGTON 8.i TON; :. SACWL No. I -.,.. (MIDDLES. COUNTY) G'1STEP�O 4�'Q a$ Ep�i . DANA. COURT 4 A PLANNED .RESIDENTIAL DEVELOJ SCALE: I"= 40' DATE: JAN. 20, i i 4 4 MERIDIAN ENGINEER COLLABORATIVE, INC. 100 CORPORATE PLACE, .SUITE 103 PEABODY, AIASSACHUSETTS 01960 TEL: (508) 535 -7328 SHEET REVISE NAME OF ROAD No. 1 OF 12 PROJECT No. I _ �_ _de,� ✓ ALfwcLERK OF THE TOWN OF LEXINGTON, M S ACHUSETTS HEREBY CERTIFY THAT 7NE NOTICE OF APPROVAL F THIS PLAN BY THE LEXINGTON PLANNING BOARD HAS BEEN RECEEVED AND RECORDED AT THIS OFFICE AND NO N077CE OF APPEAL WAS RECEIVED DURING THE TWENTY DAYS NEXT AFTER SUCH RECEIPT AND RECORDING OF SAID NOTICE. D 1 1,A14$ t" CLERK D TE i i i 1. ELEVA BONS ARE BASED ON THE TOWN OF LEXINGTON SEWER DATUM. 2. TOPOGRAPHIC SURVEY PREPARED FROM A FIELD SURVEY CONDUCTED ON THE GROUND BY MERIDIAN ENGINEERING COLLABORATIVE, INC. BETWEEN AUGUST 3, 1993 AND SEPTEMBER 16, 1993. J. THE LOCATION OF ALL UNDERGROUND UTILITIES SHOWN ARE APPROXIMATE AND ARE BASED UPON A PAR77AL FIELD SURVEY AND COMPILATION OF PLANS OF RECORD. MERIDIAN ENGINEERING COLLABORATIVE, INC. DOES NOT WARRANTY NOR GUARANTEE THE LOCA77ON OF ALL U77LI77ES DEPICTED OR NOT DEPICTED. THE CONTRACTOR, PRIOR TO COMMENCEMENT OF CONSTRUCTION, SHALL !VERIFY THE LOCA77ON OF ALL UTILITIES AND CONTACT DIG SAFE AT 1 -800- 322 -4844. 4• SEE SHEET NUMBER 4 OF 12 FOR THE PROPERTY RIGHTS PLAN OF LAND. i , El EXIS77NG STONE BOUND EXISTING DRAIN MANHOLE Qs EXISTING SEWER MANHOLE ❑ CB EXISTING CATCH BASIN {}UP EXISTING U77LITY POLE Q EXISTING FIRE HYDRANT pd EXISTING WATER GATE O WS EXISTING WATER SERVICE o GG EXISTING GAS GA 7E SIGN o MAILBOX LIGHT POLE GUARD RAIL —DG DG- EXISTING DEAD GAS LINE — D D — EXISTING STORM DRAIN — S S— EXISTING SANITARY SEWER —w—w— EXISTING WATER MAIN — G G EXISTING GAS MAIN E E EXISTING UNDERGROUND ELECTRIC —OH OHW— EXISTING OVERHEAD WIRES — - 752 — -- EXISTING CONTOUR CONIFEROUS TREE DECIDUOUS TREE RETAINING WALL STONE RETAINING WALL TREE LINE , STONE WALL RCP REINFORCED CONCRETE PIPE AC ASBESTOS CEMENT HP HIGH PRESSURE DI DUC77LE IRON B/ T. CONC BITUMINOUS CONCRETE , i I i 4 4 GRAPHIC SCALE SCALE. 1 ' =40' FEET 40 O 20 40 80 160 0 10 20 4D *4'e \ /Tj��y LOCATED IIvNy a��p waaUr '�m�$, LEXINGTON 8.i TON; :. SACWL No. I -.,.. (MIDDLES. COUNTY) G'1STEP�O 4�'Q a$ Ep�i . DANA. COURT 4 A PLANNED .RESIDENTIAL DEVELOJ SCALE: I"= 40' DATE: JAN. 20, i i 4 4 MERIDIAN ENGINEER COLLABORATIVE, INC. 100 CORPORATE PLACE, .SUITE 103 PEABODY, AIASSACHUSETTS 01960 TEL: (508) 535 -7328 SHEET No. 1 OF 12 PROJECT No. W