Loading...
HomeMy WebLinkAboutSD-422 (As-Built)-2NOW OR FORMERLY IVA C. & PAVEL SYSTRICKY NOW OR FORMERLY MA J0 A 77 & ALl HIFZA NOW OR FORMERLY VERA BAGLEY AND WALTER & RENEE B. JUDA DEED BOOK 8097, PAGE 490* EXISTING I LOT 4 DWELLING SMH 15 DMH 6/STORMCEPTORN/N RECORD AREA= RIM=209.2d=209.0 I 27,681tS.F. CONSERVATION I INV=215.6 EASEMENT ..- WOOD FENCE 1\13 AREA=14,166±S. F. I No, 12 ° I EXISTING NOW OR FORMERLY I DWELLING OG titi NOW OR FORMERLY NOW OR CONSERVATIONIIMERL EUGENE R. & JEANNE RECORD AREA= EASEMENT S. LUONGO RICHARDRA. ARA= 7, 822tS F. I f STREET LIGHT XIAOWEI ZHUANG BIT CONC. CKUPL DMH I3 DRIVEWAY CB CB 12 RIM=227.7 12 0EHH (rYP.) �] ------ - TELEPHONE HAND HOLE 76 INVb=217.2 12 HDPE EHHHH D INVc=2172 INV=2176 TH I I LOT 2; CATCH BASIN WG CB8 o a, 21,309tSF. No.8 / No. 1 D / GG EXISTING EXISTING I� RIM=220.6 DWELLING SMH 15 DMH 6/STORMCEPTORN/N c=209.0 i RIM=209.2d=209.0 RIM=2236 I? I I SMH10 INV=215.6 I ..- WOOD FENCE INV=210.1 I� �- CB 9 LOT 3 ° RECORD AREA= 1 NOW OR FORMERLY 21,910tS.F. \ OG titi NOW OR FORMERLY - COMPILED GAS LINE D EUGENE R. & JEANNE RECORD AREA= TERMINUS UNKNOWN S. LUONGO - COMPILED COMMUNICATIONS LINE 0 cfl, HH HAZEN P. BABCOCK & STREET LIGHT XIAOWEI ZHUANG UTILITY POLE CKUPL DMH I3 -- -{ CB CB 12 RIM=227.7 12 0EHH ELECTRIC HAND HOLE INVo=2173 R/M=220,7 TELEPHONE HAND HOLE OCHH INVb=217.2 12 HDPE EKTRANS TRANSFORMER D INVc=2172 INV=2176 ®DMH I I LOT 2; CATCH BASIN RECORD AREA= CB8 o a, 21,309tSF. No.8 RIM=214.0 HYDRANT EXISTING 72HDPE ©SMH NOW OR FORMERLY DWELLING INV=209-8 I ROBERT F. & DEBRA J. DMH 7 q CHAUWN RIM=213.4 DRILL HOLE LOT 1 RECORD AREA= 21, 797tS.F. NOW OR FORMERL Y LAWRENCE W & JOANNE i. CHENG NO:6 EXISTING DWELLING SD - 22 (AStwBUIL"r) UP 80-- SMH 5 RIM=209.5 _ INV=201.0 VA TION , CONSOSS F p AREAS , 3� I'w-ti 0, WIDE (POBU�%�SAN 7' J P IJ SMH 2 DMH 1 RIM=207.3 RIM=206.8 INV= 200, 5 INV=201.1 NOW OR FORMERLY SIX MOON HILL, INC. DEED BOOK 7733, PAGE 126* LOT 5 RECORD AREA= 17,276tS.F. NOW OR FORMERLY YUK TSZ LI No. 9 EXIS I7NG DWELLING CB J 1 INVa=209.2 RIM=220.6 INVo=209.0 DMH 6/STORMCEPTORN/N c=209.0 i RIM=209.2d=209.0 No.7 INVa=20 `�+..,�""INVb=20CHH I UP 80-- SMH 5 RIM=209.5 _ INV=201.0 VA TION , CONSOSS F p AREAS , 3� I'w-ti 0, WIDE (POBU�%�SAN 7' J P IJ SMH 2 DMH 1 RIM=207.3 RIM=206.8 INV= 200, 5 INV=201.1 NOW OR FORMERLY SIX MOON HILL, INC. DEED BOOK 7733, PAGE 126* LOT 5 RECORD AREA= 17,276tS.F. NOW OR FORMERLY YUK TSZ LI No. 9 EXIS I7NG DWELLING CB J 1 TWO FOOT CONTOUR RIM=220.6 TEN FOOT CONTOUR 12 "HDPE SPOT ELEVATION NV=2174 No.7 205.87 EXI 777NG I SMH10 DWELLING RIM=218.0 ..- WOOD FENCE INV=210.1 I� �- CB 9 L, W.3 RIM=2138 y9 12HDPE NOW OR FORMERLY INV=209.9 WILLIAM J. & �. CHERYL BRAY - COMPILED GAS LINE LOT 7 GAS GA IF RECORD AREA= TERMINUS UNKNOWN 17,659tS.F. - COMPILED COMMUNICATIONS LINE NOW OR FORMERLY HH HAZEN P. BABCOCK & STREET LIGHT XIAOWEI ZHUANG No.5 EXISTING DWELLING DMH 141STORMCEPTOR RIM=2220 12'HDPE INV=216.7 i I CONSERVATION I EASEMENT c, ( AREA=6,0901SF. CONC. DRAINAGE EASEMENT AREA= 977tS. F. NOW OR FORMERLY MORASH LEXINGTON NOMINEE REALTY TRUST DEED BOOK 20270, PAGE 195* WG GG L ur 12 W-- _ _ 1934 COUNTY, LAYOUT) REF, T -- --218---- TWO FOOT CONTOUR --220-- TEN FOOT CONTOUR 221.7 SPOT ELEVATION EOP GO EDGE OF PAVEMENT 205.87 GRANITE CURB --O--O--- CHAINLINK FENCE -p.-_ ..- WOOD FENCE RETAINING WALL �- SIGN L, W.3 MAILBOX y9 DECIDUOUS TREE SCALE. 1 "--40' CONIFEROUS TREE LEXINGTON ORNAMENTAL TREE - - - -G-- - - COMPILED GAS LINE ®GG GAS GA IF --� TERMINUS UNKNOWN - - -TEC- - - COMPILED COMMUNICATIONS LINE ----OHW OVERHEAD WIRES K� STREET LIGHT up UTILITY POLE CKUPL U77LITY POLE WITH LIGHT -- -{ GUY WIRE 0EHH ELECTRIC HAND HOLE 0THH TELEPHONE HAND HOLE OCHH CABLE HAND HOLE EKTRANS TRANSFORMER D OBSERVED DRAIN UNE ®DMH DRAIN MANHOLE ❑ CB CATCH BASIN - - - -W- - - COMPILED WATER LINE AWG WATER GATE @ HYD HYDRANT ----5 OBSERVED SEWER LINE ©SMH SEWER MANHOLE - - - - EASEMENT LINE El CBDH CONCRETE BOUND WITH DRILL HOLE OIRC IRON ROD WITH CAP O DH DRILL HOLE cxDcxD0000:) STONE WALL CONC. CONCRETE CP CONCRETE PAD RCP REINFORCED CONCRETE PIPE HDPE HIGH DENSITY POLYETHYLENE INV INVERT PVC POLYVINYL CHLORIDE BIT. CONC. BITUMINOUS CONCRETE CBDH CONCRETE BOUND WITH DRILL HOLE A. G. ABOVE GROUND P&S PLUMB AND SOLID F&S FLUSH AND SOLID APPLICANT PLEASANT STREET REALTY TRUST 82 BUCKMAN DRIVE LEXINGTON MA 02427 UTIl%Ta' NOTES, 1. THE LOCA77ON OF THE WATER MAIN AND TELEPHONE/ELECIRIC/COMMUNICATION CONDUITS IN LUONGO FARM LANE ARE DEPICTED SOLELY UPON A SKETCH PROVIDED BY THE SITE CONTRACTOR, MAI DID NOT WITNESS OR FIELD VERIFY THE EXACT LOCATION OF THESE ITEMS. 2A pAARRETT �" V1 1 4 CLEVO BSc v s `9`6 j MOON n HILL NOT TO SCALE T.B.M.# DESCRIPTION ELEVA77ON INVa=206. 1 12 "HDPE INVb=203; 4 INV=204.0 CHISELED SQUARE SET IN - A FRONT CENTER OF LOWEST 205.87 INVd=203.0 CONC. STEP, 0,5' A.G. FRONT CAP BOLT UTILITY LA YO UT 76 OF HYDRANT 226.22 (SEE NOTE 7) 1. THE SOLE PURPOSE OF THIS PLAN /S TO DEPICT THE RECENTLY CONSTRUCTED IMPROVEMENTS FOR LUONGO FARM LANE 2. THE SITE DETAIL & SURFACE IMPROVEMENTS DEPICTED HEREON WERE OBTAINED FROM A AN ON THE GROUND INSTRUMENT SURVEY CONDUCTED BETWEEN AUGUST 7 AND AUGUST 11, 2017 BY MERIDIAN ASSOCIATES, INC J. THE LOCUS PROPERTY DEPICTED IS LOCATED IN ZONE RS - ONE FAMILY DWELLING. 4. THE LOCUS PROPERTY IS DEPICTED AS LOTS 59A, 598, 59C, 59D, 60A, 608 AND 60C ON THE TOWN OF LEXINGTON ASSESSOR'S MAP 14. 5. THE LOCATION OF ALL UNDERGROUND U77LITIES SHOWN ARE APPROXIMATE AND ARE BASED UPON A PARTIAL FIELD SURVEY AND COMPILATION OF PLANS OF RECORD. MERIDIAN ENGINEERING, INC. DOES NOT WARRANTY NOR GUARANTEE THE LOCATION OF ALL U77LITIES DEPICTED OR NOT DEPICTED. THE CONTRACTOR, PRIOR TO COMMENCEMENT OF CONSTRUCTION, SHALL VERIFY THE LOCATION OF ALL UTILITIES AND CONTACT DIG SAFE AT 1-888-344-7233. 6. THIS PLAN DOES NOT SHOW ANY UNRECORDED OR UNWRITTEN EASEMENTS WHICH MAY EXIST A REASONABLE AND DILIGENT ATTEMPT HAS BEEN MADE TO OBSERVE ANY APPARENT VISIBLE USES OF THE LAND; HOWEVER, THIS DOES NOT CONSTITUTE A GUARANTEE THAT NO SUCH EASEMENTS EXIST. 7 THE ELEVATIONS DEPICTED HEREON WERE BASED ON THE TOWN OF LEXINGTON SEWER DATUM, STAR77NO BENCHMARK: CHISELED SQUARE ON SOUTHWEST CORMER OF CONCRETE HEADWALL ON THE NORTH SIDE OF BOW STREET BRIDGE OVER MILL BROOK, DESIGNATED RM 15 ON FEMA FIRM MAP COMMUNITY No. 250198 005 c, SEPTEMBER 30 1983; ELEVA770N=16345- ALL UNDERGROUND UTILITY DATA REPRESENTS RECORD INFORMATION RECOVERED THROUGH RESEARCH W17HOUT SURFACE DEMARCATION NOR SUBSURFACE. VERIFICATION. DMH 3 �-CB 4 RIM= 207 7 RIM= 207 5 INVa=206. 1 12 "HDPE INVb=203; 4 INV=204.0 INVc=203.1 LUONGO 0 FARM LANE INVd=203.0 UTILITY LA YO UT ROADWAY COMPLIANCE PLAN GRAPHIC SCALEjNOF44 y9 LOCATED IN SCALE. 1 "--40' MATTHEW °1 LEXINGTON FEET 0 20 40 80 ���� 140, 49625 760 (MIDDLESEX COUIT Y) .o ��OFFsstio�" ,�O _ ----------- PREPARED FOR --- 0 70 20 40 METERS ED +�Iir;."a°�-' PLEASANT STREET REALTY TRUST ��Nno SCALE: 1 "= 40' DATE.' SEFTEMBER 28, 20.17 MERIDIAN ASSOCIATES REVISIONS 500 CUMMINGS CENTER, SUITE 5950 69 MILK STREET, SUITE 302 BEVERLY, MASSACHUSETTS 01915 WESTBOROUGH, MASSACHUSETTS 01581 2 7-24-201 REVISE SMH INV TYPO MAC ML TELEPHONE: (97$) 299-0447 TELEPHONE: (508) 971-7030 W.MF.RIDIANA SOC.(*OM BK #380, PG. #69 1 6-11-20 1ADD LIGHT POLES ,7G MAC SHEET No. 2 OF 2 PROJECT No. 3967 DWG. No, 3967 -AS -BUILT --ROW NO. DA TF I DESCRIPTION BY CHK'D 5D,42Z CAS,,Bult