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Home My WebLink AboutSD-341-9S ihR tpu 3LIG-40 W COL l & PAV 0VERL, ti S T FU J � 2ti ro � Mti� l � 2 4 L7cA a� a 'blu f fit U m c c o I� Fx� AoyG 87W GRANITE POST SET W /DRILL HOLE 3.5' A.G. LOT 1 NOW OR FORMERLY CAROLINE A & GREGORY T. KOTONIAS -PAYNE A t 10 "x10° GRANITE POST SET W/DRILL HOLE 25' A.G. 8x8" SBDH ..'.'.'..'.'.'.. '.'.'..'.'.'.'.'............ SET 0.6' A.G. ... . . ... .... ............'...........'...... DEED RESTRICTION AREA _ .. 6 °x10" SBDH ... ............................... NOW OR FORMERLY SET 1.0' A.G. JOHN P. & CAROL MATSON SUSAN E. COAKLEY & 10 n10" GRANITE DAVID EGGLETON POST SET W /DRILL LOT 3 HOLE 3.5' A.G. EISTING CRETE NOW OR FORMERLY cunn r�nnr MARGARET SHEAN RIS ll'o 4U LU 7138 -1 5 NOW OR FORMERLY ' ROBERT CARTER SCOTT 8 "IRON ROD SET LUSH DMH -11, STA, 0 -45, 51T. RIM= 182.73 INV. IN(12 "0)= 178.02 INV. OUT(12-C1)=17Z99 INV. IN(8 "PVC) = 178.38 (FROM DMH -3) APPROXIMATE L OCA TION OF EXISTING WATER MAIN rrte`''. N LOT 2 6" PVC CLEANOUT 4 2" 166' CONCRETE 2„ 1Cj2 4"-6" 18" o 1 &„ 6 "WATE GATE 24 S61 DH CLK - SET 0.7CH 95.1 " xA 544 0�N Fl x,j y NOW OR FORMERLY (PRIVATE 40' WIDE) TOWN OF LEXINGTON (WALDORF SCHOOL) FEET 4t M METERS 0 T. rTf�, f NOW OR FORMERLY TOWN OF LEXINGTON (WALDORF SCHOOL) GRAPHIC SCALE SCALE. 1 " =40' uil INV. 1N(12 "RCP)= 179.31(FR0M DMH -B) INV. OUT(8 "PVC)= 179.16(TO DMH -11) CB -4 STA. 0 +0712'LT. DMH -8 STA. 1+29 3'LT. RIM= 182.33 RIM = 184.67 INV OUT(12 "RCP)= 179.73(TO DMH -6) INV. 1N(12 "RCP)= 180.37(FR0M 06-9) CB -5 STA. 0 +1611'RT. INV. IN(12 "RCP) =180.57(FR0M CB -10) RIM = 182.46 INV. OUT(12'RCP)= 180.07(TO DMH -6) INV. OUT(12 "RCP)= 179.66(TO DMH -6) CB -9 STA. 1+39 111T. DMH -6, STA. 0+36,11T RIM = 184.67 RIM= 183.06 INV 1N(12 "RCP)= 179:35(FR0M CB -4) INV IN(6 "PVC)= 181.22(FROM LOT 3) INV IN(12 "RCP)= 179.3O(FROM CB -5) INV IN {6 PVC)=181.52( LOT INV OUT(12 "RCP) =179.35(10 SED. TANK) INV. OUT(12 "RCP) =181.02(T (10 DMH - 8) INV. IN(12 "RCP)= 179.JO(FR0M DMH -8) CB -10, STA.1 +40, ll'RT. RIM= 184.63 INV OUT(12 "RCP) =180.96(TO DMH -8) EXISTING GRADE AT ROAD CENTERLINE q--p" - ,1111 H 11 12" RCP 8„ PVC 8" W?0 rwm= ta�.�r INV. IV 7(FROM SMH -11) INV IN= 174.94 INV. U O(TO SMH -2) INV OUT =174.92 INV IN (8PVC)= 174.93(FROM SMH -7) DATTiAf ELEV 170.00 n CN M N n co 00 Q) a 0+00 1 +00 2+00 PROFILE.• SCALE. 1 „ = 4O' NOR. 2 0 2 4 8 VERT. 20 0 20 40 80 HOR. z Q RIM= 186.06 INV. IN (8 PVC) =17Z51(FROM LOT 3) INV. OUT(8 "PVC)= 17Z43(TO SMH -7) J�la�F GoS<' 1 PGA 0 J 0F � �P - f ..� .i_ i u 1i•1 AC �� i ' ail DMH -11 182.73 178.38 8-PVC IN (FROM DMH3) N/A C2 178.02 12" CI IN (NW) 1173'39" N/A 177.99 12" CI OUT SE DMH -3 18276 179.31 12" RCP IN (FROM DMH -B)' 39.27' 25.00' 179.16 8" PVC OUT TO DMH -11 -CY- 182.33 179:73 12 DMH - UO 6 CB -5 182.46 179:66 12 RCP DMH -6 DMH -6 183.06 179.35 12 RCP IN FROM CB -4 179.30 12" RCP IN (FROM 179,35 12" RCP OUT (TO SED. TANK) 179.30 12" RCP tN FROM DMH -8 DMH -8 184.67 180:37 12 RCP IN FROM CB -9) 180.57 12" RCP IN (FROM CB -10) 180.07 12" RCP OUT TO DMH -6 CB -9 184.67 181.22 6 PVC IN FROM LOT 3 181.52 6° PVC IN (FROM LOT 2) 181.02 12" RCP OUT TO DMH -8 CB -10 184.63 180.96 12 RCP OUT TO 5 M _8 DMH -A 18340 17297 12 RCP OUT TO DMH -3 180.90 TOP OF SPILLWAY FROM DMH -B DMH -B 183.49 179.02 12 PVC IN FROM INFILTRATORS DMH -C 183.74 1 179:16 1 12 RCP OUT TO D -BOX OMH -D 18355 1 9:38 12 PVC OUT FR M DMH- /1 -.l 'a w SMH -2 183.27 174.94 12" Cl IN (NW) N/A C2 174.92 12" Cl OUT (SE) 1173'39" N/A 174.93 " SMH -7 183.70 176.05 8" PVC IN (FROM SMH -11) 39.27' 25.00' 176.00 8" PVC OUT TO SMH -2 SMH -11 186.06 177.51 8" PVC IN (FROM LOT 3) N/A C6 17743 8" PVC OUT (TO SMH -7) CURVE TABLE CURVE LENGTH RADIUS DELTA TANGENT Cl 39.27' 25.00' 90,00,00" N/A C2 70.00' 352.00' 1173'39" N/A G3 28.51' 25.00' 6570'00" N/A C4 39.27' 25.00' 9Q 00'00" 25. QO' 05 8210' 392.00' 12100100" N/A C6 200.19' 60.00 19109'46" N/A UNE TABLE LINE LENGTH BEARING Ll 20.00' S55'17'00 "W L2 20.00' S5577'00 "W L3 6.82' N49 44'15 "W L4 89.99' S34 4238 E - LOCUS DEED RECORDED IN BOOK 19727, PAGE 451* - PLAN No. 282 OF 1983* - SEE PLAN ON FILE AT THE TOWN OF LEXINGTON ENGINEERING DEPARTMENT ENTITLED "PLAN OF THE CAIRA ROBBINS HOMESTEAD IN LEXINGTON NOW BELONGING TO MRS. ELLEN A. STONE." DATED SEPTEMBER 1887 AND PREPARED BY CHARLES D. ELLIOT, ENGINEER. - PLAN No. 1123 OF 1931* - PLAN BOOK 217, PLAN 10* - PLAN No. 284 OF 1933* - PLAN ENTITLED "PLAN OF LAND IN LEXINGTON, MASS FOR PUBLIC PARK AND PLAYGROUND PURPOSES" DATED JUNE 23,1931 PREPARED BY J.T. COSGRAVE, TOWN ENGINEER AND ON FILE AT THE TOWN OF LEXINGTON ENGINEERING DEPARTMENT. - 1888 COUNTY LAYOUT OF MASSACHUSETTS AVENUE ON FILE WITH THE REGISTRY OF DEEDS PLAN ROOM (KEEPER OF THE RECORDS FOR THE MIDDLESEX COUNTY ENGINEERING OFFICE.) - SEE THE WRITTEN DESCRIPTION OF THE 1888 COUNTY LAYOUT OF MASSACHUSETTS AVENUE, DATED DECEMBER 8, 1888 AND ON FILE WITH THE MIDDLESEX COUNTY COMMISSIONERS OFFICE CLERK OF THE COURT - PLAN No. 1402 OF 1972* - PLAN RECORDED IN DEED BOOK 3653, PAGE END* - PLAN BOOK 57, PLAN 11* - PLAN BOOK 196, PLAN 40* - LAND COURT CASE No. 5477 - PLAN NUMBER 273 OF 1945 * - DEED BOOK 6814, PAGE 214 * - PLAN NUMBER 468 OF 1994 - INSTRUMENT No. 497 RECORDED ON JUNE 14, 1994 * DENOTES DOCUMENTS RECORDED AT THE MIDDLESEX SOUTH REGISTRY OF DEEDS. DWG. No. 2402ASBT REWSIONS 8Y I CHK'D II I E i • LOCUS PLAN NOT TO SCALE w a Z LOCUS i j t NOTES. 1. ELEVATIONS DEPICTED AREASED ON THE TOWN OF LEXINGTON SEWER DATUM. 2 EXISTING SITE FEATURES DEPICTED ARE BASED ON AN ACTUAL FIELD SURVEY PERFORMED BY MERIDIAN ENGINEERING COLLABORATIVE, INC. (MEC) ON SEPTEMBER 22 AND 30, & NOVEMBER 17, 1994. 3. THE LOCATION OF ALL UNDERGROUND UTILITIES SHOWN ARE APPROXIMATE AND ARE BASED UPON A PARTIAL FIELD SURVEY AND COMPILATION OF PLANS OF RECORD. MERIDIAN ENGINEERING COLLABORATIVE, INC. (MEC) 90ES NOT WARRANTY NOR GUARANTEE THE LOCATION OF ALL UTILITIES SHOWN OR NOT SHO*. THE CONTRACTOR, PRIOR TO COMMENCEMENT OF CONSTRUCTION, SHALL VERIFY THE LOCATION ; OF ALL UTILITIES AND CONTACT DIG SAFE AT 1 -800- 322 - 4844. 4. THE SOLE PURPOSE OF THIS RECORD CONDITIONS PLAN IS TO DEPICT THE IMPROVEMENTS WITHIN Y j THE RIGHT OF WA KNOWN' S ELLEN DANA COURT AT THE TIME OF THIS SURVEY. MEC DID NOT PERFORM ANY INSPECTIONAL! SERVICES DURING THE CONSTRUCTION OF THE ROADWAY AND UTILITIES O O ■ • O 69 Oro OHW -a- 0 CEO BI T. CONC. RCP CI PVC Ctv1P SBDH su: . Richard E Waitt,Jr No.34776 Civil. .I �ttx ac <•4 MICHAEL J. JULIANO 14 VIOLA 71NG CONCRETE BOUND SET 0.2' A.G. NLESS OTHERWISE NOTED) TING DRAIN MANHOLE 'TING SEWER MANHOLE 'TING CATCH BASIN TING UTILITY POLE TING FIRE HYDRANT 7ING WATER GATE TING WATER SERVICE 'TING SEWER SERVICE TING GAS SERVICE �TRNG GAS GATE TING STORM DRAIN ,TING SANITARY SEWER TING WATER MAIN TING GAS MAIN :TING UNDERGROUND ELECTRIC, =PHONE,AND CABLE TELEVISION k'TRNG OVERHEAD WIRES NE WALL J 'BOX :TRIC BOX :PHONE BOX IMINOUS CONCRETE PAVEMENT !FORCED CONCRETE PIPE T IRON YVINYL CHLORIDE PIPE RUGA TED METAL PIPE NE BOUND WITH DRILL HOLE FiRmwtl:7►, 14woPI:T j r11NOUS CONCRETE BERM °ED GRANITE CURB 'TING LIGHT ERGROUND TELEPHONE /ELECTRIC /CABLE ADIAN HEMLOCK TREE IDUOUS TREE