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HomeMy WebLinkAboutSD-431-6- DEED BOOK 27574, PAGE 6 * - DEED BOOK 26800, PAGE 7 * - DEED BOOK 26753, PAGE 414 * - DEED BOOK 17881, PAGE 599 * - DEED BOOK 13869, PAGE 570'* - DEED BOOK 12410, PAGE 345 * - DEED BOOK 12334, PAGE 163 * - DEED BOOK 11348, PAGE 544 * - DEED BOOK 4994, PAGE 393 - PLAN BOOK 210, PLAN 46 - PLAN No. 659 OF 1931 * - PLAN No. 628 OF 1938 * - PLAN No. 109 OF 1947 * - MASS AVE. LAYOUT 1888' LOCATION No 33 * - PLAN No. 660 OF 1964 * - PLAN No. 148 OF 1952 * - PLAN BOOK 362, PLAN 33 - PLAN No: 1583 OF 1957 * * DENOTES DOCUMENTS RECORDED AT THE MIDDLESEX SOUTH REGISTRY OF DEEDS APPLICANT.; CDR REALTY HOLDINGS, LLC 40 CLARKE STREET LEXINGTON, MASSACHUSETTS 02421 OWNER OF RECORD: ASSESSORS MAP 40 LOT X37, ROWLAND AVENUE REALTY TRUST WILLIAM E PALANT TRUSTEE 303 WEST 66th STREET #17AE NEW YORK, NEW YORK 10023 ASSESSORS MAP 40 LO&,& CDR REALTY HOLDINGS, LLC 40 CLARKE STREET LEXINGTON, MASSACHUSETTS 02421 UNOFFICIAL TEST PITS 98 -1 AND 98 -3 WERE PERFORMED BY ZOLTAN JUHASZ FOR MERIDIAN ENGINEERING, INC. ON DECEMBER 14, 1998, T 9 1 TEST PIT No. 98 -3 EST PtT No. ELEV, 232 ELEV 2=7 0 GW ELEV MIA 0 GW ELEV. N A - m 9 •° 24" SOuS Imo MA7W DESCRIPTION UNOFFICIAL TEST PITS TP -lE AND TP -2E WERE PERFORMED BY KENNETH KNOWLES, P£ FOR MERIDIAN ASSOCIATES, INC. ON JANUARY 5, 2005. UNOFFICIAL TEST PIT TP -3E WAS PERFORMED BY ALEX PARKER, CSE FOR MERIDIAN ASSOCIATES, INC. ON DECEMBER 10, 2004. 7EST PIT- TP -1£ BENCHMARK. FRONT CAP .' ELEV = 223.41 O " -8° HORIZON Ap: SANDY LOAM 8 " -14" HORIZON Bw: SANDY LOAM 147-121" HORIZON C: SAND NO 06SERVED E.SH.GW. TEST PIT 7P -2E TEST PIT- 7P -3E ELEV.= 223.81- ELEV. = 229.01 G W ELEV = 223.71 0" -1-2" HORIZON Ap: SANDY LOAM 12 " -31" HORIZON Bw: SANDY LOAM 0 " -39" FILL 31- " -51" HORIZON Cl: SAND 39` -42" HORIZON Bw: SANDY LOAM 51" -140" HORIZON C2: SAND 42 " -99" HORIZON C. LOAMY SAND NO OBSERVED E. S H.G.W. E, SH.GW, & 63' j ti 2L cLQ Ili 00 oQo ti �Q� QQz c') `(� p W02 NOW OR FORMERLY 16 SLOCUM ROAD REALTY TRUST 2330+ 232.8 PROPOSED SUBSURFACE INFIL IRA TION SYSTEM #4 + 232.26 + 232.32 / OF DEEDS USE ONLY "THIS PLAN IS SUBJECT TO A COVENANT DATED --- - - - - -- I"THIS PLAN IS SUBJECT TO A CER77FICATE OF ACTION DATED 1 DECLARE, TO THE BEST OF MY PROFESSIONAL KNOWLEDGE, INFORMATION, AND BELIEF, THAT THIS PLAN WAS PREPARED IN ACCORDANCE WITH THE RULES AND REGULATIONS OF THE REGISTERS OF DEEDS. S/' os- FOR MERIDIAN SSOCIATES, INC. DA E 232.5+ 232.5 r 2332 1 i LJ " n �r /2 +3 7 233 0/ NOW OR FORMERLY JAMES F. & FAITH W FENSKE \ \ M \ N r i 25 v c' i 1 oa � 84 O� t N 230.84 \ 1 4 G.F.A21, + HP 2 .34 /f L ©T #/ + 231.5 230.84 F,F.E. 232.F.E. 232565 '.9 PROPOSED SUBSURFACE INFILTRATION SYSTEM #2 230.6 + i r �Ak ;: �b :20 acwn- U.P. -� F. - / S i (T}P W /RISER / r v ( FOR EASEMENT &VE OI DEED BOOK 13 9, L• , PAGE-570 ` r SH 18 PTO BE RELOCATED IM= 227 63 yi IN FIELD BY CONMACTOR % INV.= 209.7 /1 (IF REOUIRED) NO REPL10D STUB; CONNECT! CONNECT TO PRtjOPOSED SEWER SERVICE fi0 EXIS77NG WATER MAIN; /� -SVH#B UNLESS RECORD ST &B LOCA170N IS APPROXIMATE IS FOUND. AND SHALL BE LOCATED FOR EASEMENT SEE NOW OR FORMERLY IN FIELD BY CONTRACTOR DEED BOOK 4994; W THOMAS & JOAN C. PACE 393 SMITH r+226+224.7 .2 +2 \ (? 0 THRUST ti i 221.9+, + 221.5 226.8 NN I T N + 222.8 0 / N +221.6 PROPOSED SUBSURFACE �o INFILTRATION Ate\ +221.6 SYSTEM #IA 2231 + 224.5 + NOW OR FORMERLY THE McNICHOLAS FAMILY TRUST C/O MARJORIE MCNICHOLS LOT 112 222.3+ +221.7 1'J5 +222. +2236 N j F. E. 227. 0 223.2 GA l 221.6 8.f p18. O 224,50 + 222 PROP ED PROPOSED SMH #3 SUBSU FACE i SUBSURFACE RIM= 221.25 INFIL TR TION I INFIL IRA TION INV. = 211.2 (HSE #5) SYSTE i #1B OOD FRORY \ SYSTEM #3 INV.= 215.2 SE 4) AME WELLING 22t.4C8 2 +221.8 INV= 208.8 6 -S ' \223. +22 .0 + RIM 21.50 HP 22 . Q * -J- INV.= 217.8 (CHIT) � +224.75 d 2.2 INV -' 217.6 (CB #4) �Qp \\ o J. + ZS 12 „�LP�i T i1 \u22J. 23. 223,' + 21.9 + i 2500 GA, SETTLING TANK I,-- ---------- - --- - ------- � CLERK OF THE TOWN OF LEXINGTON, MASSACHUSETTS HEREBY CERTIFY THAT THE NOTICE OF APPROVAL OF THIS PLAN BY THE LEXINGTON PLANNING BOARD HAS BEEN RECEIVED 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. TOWN CLERK DATE FEET 2`i METERS D SEWER SERVICE IN THIS LOCATION (WYE) � NLESS RECORD B IS FOUND, -c r ICTOR SHALL FIELD EXIS77NG GAS MAIN TO CONSTRUCTION NOW OR FORMERLY ROBERT X. & SOUISE S GEARY = 218.0 +(CB#2) GRAPHIC SCALE SCALE: 1"--20' 0 10 20 40 80 5 JO 20 30 APPROVED BY- LEXINGTON PLANNING BOARD DA TE NOW OR FORMERLY MARY B, BABLI TCH & ROBERT J. KATZ DWG. No. 3114site 1 061211 (XREF. 3114REC2004) Definitive Plan- 11J2nO5) I NO. DATE PROPERTY LINE DESCRIPTION BM # DESCRIPTION ELEV. BENCHMARK: FRONT CAP BOLT OF HYDRANT 220.26 BENCHMARK. FRONT CAP .' 225.54 BOLT OF HYDRANT SyocU�, o�k,�y0 GS�T's gyp R4� p. R NOT S CALE � P, PROPOSED LEGEND: F.F.E. FIRST FLOOR ELEVA77ON G.F.E. GARAGE FLOOR ELEVATION PD PROPOSED DRAIN LINE - - - -PRD- - - PROPOSED ROOF DRAIN PSS PROPOSED SEWER SERVICE PWS PROPOSED WATER SERIVE PG PROPOSED GAS SERVICE P7EC PROPOSED TELEPHONE /ELECTRIC /CABLE PROPOSED VERTICAL GRANITE CURBING PROPOSED SLOPED GRANITE CURBING PR POSED DRAINAGE SIRUG7VRE SQM U & PC98: PC89: RIM = 223.901 RIM= 223.901 INVERT =221.40 (12" RCP, CLASS IV) INVERT= 221.40 (12" RCP, CLASS IV) PDMH10, ���T�c/s��i����T TAAK- RIM= 224.50E (2,500 GAL., 2 COMPARTMENT) INVERT(IN)= 220.83 (12" RCP, CLASS IV) INVERT(PC68, PC89)= 221.17 (12" RCP CLASS IV) INVERT(FIELD) =220.83 (12" HOPE) INVERT(PDMH10) =220.92 (12" RCP, CLASS IV) 1NVERT(CB #2)= 221.50 (12" RCP, CLASS IV) j ILO 1. FOR DETAILED S17E GRADING SEE SHEET 7 OF 12, PREPARED BY LARSON ASSOCIATES INC. 2. FOR ADDITIONAL NOTES AND LEGEND SEE SHEET 1 OF 13 OF 12 ENTITLED 'RECORD CONDITIONS PLAN OF LAND" PREPARED BY MERIDIAN ASSOCIATES INC. J, DRAIN PIPES CONNECTING TO AND FROM PROPOSED 2,500 GALLON SEPTIC TANK SHALL BE 12" REINFORCED CONCRETE PIPE (CLASS 1V)- DRAIN PIPE FROM PROPOSED DRAIN MANHOLE 10 TO CATCHBASIN 2 SHALL BE 12" REINFORCED CONCRETE PIPE (CLASS IV). FOR ALL OTHER DRAINAGE PIPING SEE DRAINAGE DETAILS. FOR ADDITIONAL NOTES & LEGEND SEE SHEET 1 OF 13 RO WLAND AVENUE EXTENSION DEFINITIVE SUBDIVISION PLAN PROPOSED DRAINAGE AND UTILITY PLAN LOCATED IN LEXINGTON, MASSACHUSETTS A (MIDDLESEX COUNTY) w PREPARED FOR air CDR REALTY HOLDINGS, LLC SCALE: 1 "= 20' DATE: FEBRUARY 3, 2005 M E R I D I A ASSOCIATES, INC. 98 HIGH STREET 69 MILK STREET, SUIIE 302 DANVERS, MASSACHUSETTS 01923 WEST'BOROUGH, MASSACHUSETTS 01581 TELEPHONE: (978) 739 -9130 TELEPHONE: (508)871 -7030 KCW RPO WWW.WRIDIANASSOC.COM 9 -Y CHK'D SHEET No. 6 LL3 L PROJECT No. 3114 Copyn&Cby Mai* =A4mata lm AIlngliSamaved