Loading...
HomeMy WebLinkAboutSD-355-8llw - , . NOW OR FORMERLY JAROSLAV L. CASLAVSKY VrAE 1N DMH 73 ROCK RIM= 204.60 A.G. INV IN =201.4±(CB75) V 5/8" IR LT ® g� INV OU77= 0I. JiL 814) WICAP NV.OUT= 201.3± \ SET 0.3' A.G. OR FORMERLY ERY A. WALKER y #12 EXIS77NG 2 STORY WOOD FRAME DWELLING \ r i18- IR W CAP F CB 15 / WI CAP A >ET FLUSH INVOUT =201.31 L UN \ �i X (FRlVA7F -50 {y10E) 6-x6- CB /DH I'K NAIL FND 0.2A.G. F --- - 3" z» DMH 21 �...» -ffI-A4=20407 - INV IN- 200.4± (FROM D -80X UP#82 INF /L IRA TOR) 6x6" LEACHING (ACID, INV IN= 200.41(SED TANK) CB /DH (1NFX 77?A TORS) !NV OL/T= 201.41± CB7 ( ) FND 0.2 A: G. DRAINAGE DISTRIBI,�7 akt t EASEMENT U3 3" BOX CB i RIM= 203.29 z S M INV.IN= 200.9±(OMH21) v o- Eo D SEDIMENTAIO D UP D O TAN - 3 CB 11 RIM = 203.03 crn 3,. D 1+00 4 INV.OUT =200.81 i Si x " CB/DN LOT 8A NOW OR FORMERLY JAMES D. COLORUSSO [�TVS FND FLUS 5 3„ LIMITS OF o G: 3" (PUBLIQ ry E WIDTH) ouERMAYT " :. 3 jqj I 78A SMH D NOW OR FORMERLY 6"x6" CB DH U RIM = 203.13 FND 3FL INV 1N= 198.4±(SMH10) DEVELOPMENT CORP. INV IN =201.0 ±(UNKNOWN) INV OUT= 200.9 ±(UNKNOWN) Ws #1 $TORY rn CRI 7002.97 3 3 EXISTING FRAME INVOUT= 200.9± 3»� g W DWELLING 3„ DMH 12 tt RIM- 203.42 1NV IN= 200.8 ±(DMH73) INV IN= 200.3 ±(CB70) INV 1N= 200.4 ±(CB11) INVOUT= 200.81(SED TANK) NOW OR FORMERLY DONALD H. GREGORY 3 s NOW OR FORMERLY WILLIAM M. FRASER 0 EXISTING 5/8" 0 IR W /CAP o SET 0.5' A.G. LEACHING DRYWELL LOT 7A NOW OR FORMERLY DIAMOND WEST DEVELOPMENT CORP. #14 EXIS77NG 2 STORY WOOD FRAME DWELLIM 6 °x6' CB /DH SET FLUSN r�� TEL aCA 7V ,(� Q 6x6" I�SET f C 5 /8" IR W /CAP SET FLUSH 518" IR W /CAP SET FLUSH LEACHING DRYWELL NOW OR FORMERLY 518" IR W /CAP HUGH M. LEICH7MAN SET FLUSH _ 2 S" °�iING FRAME /) 2 0OD CB 17 RIM =204.45 WV.OUT =200 i± /8° IR WICAP SET FLUSH E55 ��j A 6 "x6" 5/8° IR-ii - �� 1 ,� S "- w 5 00 5 206:93' LEACHING DRYWELL NOW OR FORMERLY If CB /DH FND FLUSH cA r 3" G TOWN L'� ��"c �-- f - S qN Rl�iy i%CA VT FND FLUSH SMH 70 6x6" CB /DH XIMAFE J4FND 3 V ET FLU CB 14 RIM = 205.77 SET FLUSH G 3 G G Tic 200L207_ W /�A�� 5/8" IR W /CAP TO#YN OF LL'NINGTON R(Mr= 204.57 NVIN= 795.01 NV.OUT= 207.41 INVOUT= 195.0± fi x6" /R SET 0.2' CB /DH SMH 11 B.G. 5 8" IR / SET SET 02.' A.G. IR W /CAP W /CAP RIM= 205.62 CAP SET O " - 0.3' A.G. SET FLUSH INV IN =196.8± tNVDUT= 196.7± L FLUSH OUTLET 200.7 OW FLUSH ca TV USH WA If R NOW OR FORMERLY oN j EXISTING TEL JOANN LYONS REQUEST OF NEIGHBOR 8 "CITE LORENZO BORDINI LEACHING SMH 12 N $TORY % 7HOMAS H. & ANN NEWTON DRYWELL RIM= 206.20 CB 16 NOW OR FORMERLY LOT 6A NOW OR FORMERLY RUSSELL G. & ZAROOHY SEED �F F IEII ` p 6, C"::, oZ 0p �2 9 .s s 0 - EXISTING LEACHING DRYWELL 5/8" IR W /CAP SET FLUSH EXISTING EASEMENT DMH 19 RIM-204.J6 � NVN =7989± �CB16 A 1891INV IN CRT NVOUT= 798.8± mpx 6f82�3 oACn -.,+� / 2 6 "x6" FND FLUSH / o ¢/8" t \\ AO 1 SSET 0.1. A. b \ L \ \ 20' WIDE PK NAIL \ DRAINAGE EASEMENT FND i rim NOW OR FORMERLY SAMUEL J. CHEN t EXISTING LEACHING DR Oh ti TC7S!N 07.68 SIN =197.4± OUT =197 31 NOW OR FORMERL Y ESTON R. CHAPMAN 1 EXfWOOD FRAME r #5 NVOUT= 797.81 RIM= 204.36 yq0 \\ 9o� \x 203 DWELLING EXIS77NG 2 STOR 5/8" IR NVOUT= 200.7 ±9 2 �tSF i \ i 6 "x6" CB /DH WOOD FRAME W /CAP �a��G [)WELLING .... SET FLUSH yC� p0 V SEDIMENTATION TANK SET FLUSH AL LOT 1 B Q NOW OR FORMERLY 2G •L��op ,� NVlN =19z2t i �� 18" IR r INVOUT =79771 1' AP SET #7 6x6° 1' A.G. EXISTNG 2 STORY ET�LUSH/ WOOD FRAME j J% T /2 "PVC a 0 3lla L L! DWELLING �i / 12 "CPP L NOW OR FORMERLY23 f \� DI D DIAMOND WEST • EXISTING AMON WEST / , DRAINAGE 2 "PVC DEVELOPMENT CORP. DEVELOPMENT CORP / n LEACHING DRYWELL " O 02 V /1 EASEMENT RIPRAP\ �n NVOUT= 799.8± EXISTING (ROOF AREA) 5/8 !R W /CAP O 2V/ 1 LEACHING 111 SET 0.3 A.G. LOT 3A m DRYWELL EXISTING I ID 1 E%4 NOW OR FORMERLY lr 1.T4 JOHN SHAW G� �y z� N 1�Y Y _T a V ^ O XO SON cOOO ON. raj �N. O� �-F��N U.U� �rN N��� I! It J O OWN o� 'W fiiTi� . �' N II !I� �'E NJ +„�h 11 C) n Oct "O . d- O Z Z O O `O N Ld 11 ZQq��Q) +ati �o oN sd> j >� ozo N: - t-aN N.Nti ., ONE II t �n (f) cr ona? ?'zz GG 5 =0: S =0.013 200 DESCRIPTION LOCUS © WOBURN 206:93' LEACHING DRYWELL NOW OR FORMERLY XILTO`N Fpx TOWN L'� Lui Lul 1 TO qN Rl�iy DOUGLAS Rp gD APPR XIMAFE INFILTRATOR FACILITY NCHMARK CHART. R2 12" L =40' EX1S NVlN= 798.3± (TYP.) Tic 200L207_ W /�A�� 5/8" IR W /CAP TO#YN OF LL'NINGTON RISER APPROX ATE s£r 0.1 A.G. SET SET 02.' A.G. . A.G. o S =0.070 - CITY OF )VOBIlRN \-5/8" IR W /CAP OUTLET 200.7 OW WA If R NOW OR FORMERLY oN j NOW OR FORMERLY NOW OR FORMERLY JOANN LYONS REQUEST OF NEIGHBOR 8 "CITE LORENZO BORDINI NOW OR FORMERLY o % 7HOMAS H. & ANN NEWTON ANTHONY VULTAGGIO VAL NOW OR FORMERLY 5 =0.008 L -' LOIS A. HARRLESON 'li EXIS 8" PVC SEWER ' SCALE. l--40' 10 "A : ro 6 _ ° hN SEW m tl 11 ti N, mti DATUM E'LEV c n 190.00 o, h c'! cc O +OD 1 +00 2 +00 BM I# DESCRIPTION LOCUS © WOBURN 206:93' LEACHING DRYWELL NOW OR FORMERLY XILTO`N Fpx TOWN L'� X -CUT IN CAP BOLT OF (FUTURE DRIVEWAY) MICHAEL F KRALEY qN Rl�iy DOUGLAS Rp gD EAST S77?EET INFILTRATOR FACILITY NCHMARK CHART. 9O� BM I# DESCRIPTION ELEV. © X' CUT IN EASTERLY CAP 206:93' LEACHING DRYWELL NOW OR FORMERLY BOLT OF HYDRANT' X -CUT IN CAP BOLT OF (FUTURE DRIVEWAY) MICHAEL F KRALEY HYDRANT ON WEST SIDE OF 205.56' EAST S77?EET TE LOCH Is FEET 4t METERS 3+00 00EN iHl OF wo] 4 +00 Col I � O � L� Q) 11 !I � TEC GAS MAIN 5 +00 ■ 1 o +N NO n H) 5 =0.02' J L =116' L= 705'(C'81 = 72 (C816) TJ�TE L E I I 195 O ~ aJ+ 0 N Z3 N 6+00 190 RFFFR_FNl`F_4 -DEED BOOK 25884, PAGE 597 * -DEED BOOK 25646, PAGE 192 * -DEED BOOK 12215, PAGE 553 * -PLAN No. 768 OF 1995 -1946 COUNTY LAYOUT OF EAST STREET -PLAN No. 803 OF 1950 * -PLAN No. 102 OF 1942 * -PLAN No. 1743 OF 1951 * -PLAN No. 1404 OF 1950 * -PLAN No. 1992 OF 1954 * -PLAN No. 935 OF 1941 -1892 COUNTY LAYOUT OF LOWELL STREET -PLAN BOOK 190, PLAN 18 -PLAN No. 537 OF 1942 * DENOTES DOCUMENTS RECORDED AT THE MIDDLESEX SOUTH REGISTRY OF DEEDS DWG. No. 2718PLPR2 BK. A314. PG. #38 ROAD f RO l�Ls SCALE. 1 » = 40'VHOR. 2 0 2 4 8 VERT. 20 0 20 40 80 HOR. REVISIONS DESCRIPTION BY l CHK'D va �y �titi FF7, N y o A* 7 o EASt v o o� a o - vQ vo Z (SEE NOTE 6) EMERSr ROAD: N LOCUS MAP NOT TO SCALE �i(07LS:• 1. THE TOPOGRAPHY AND S17E DETAIL DEPICTED HEREON WERE OBTAINED FROM A PAR77AL FIELD SURVEY CONDUCTED BETWEEN SEPIEMBER 20 AND OCTOBER' 16, 1996 AND NOVEMBER 4, 1999 BY MERIDIAN ENGINEERING INC. 2. THE LOCUS PROPERTY DEPICTED IS LOCATED IN ZONE RO. J. THE LOCA77ON OF ALL UNDERGROUND U77LI77ES SHOWN ARE APPROXIMATE AND ARE BASED UPON A PAR77AL FIELD SURVEY AND COMPILA770M OF PLANS OF RECORD. MERIDIAN ENGINEERING INC. DOES NOT WARRANTY NOR GUARANTEE THE LOCA77ON OF ALL U77LI77ES DEPICTED OR NOT DEPICTED. THE CONTRACTOR, PRIOR TO COMMENCEMENT OF CONSTRUCTION, SHALL VERIFY 77-IE LOCA77ON OF ALL U77LI77ES AND CONTACT DIG SAFE AT 1 -800- 322 -4844. 4. THE SOLE PURPOSE OF THIS PLAN IS TO DEPICT TOPOGRAPHIC SI7E FEA77JRES ON 7HE SUBJECT PROPERTY. BOUNDARY LINES DEPICTED ON THIS PLAN ARE ARE APPROXIMA7E AND ARE FOR PICTORIAL PURPOSES ONLY 5. RECORD OWNER: DIAMOND WEST DEVELOPMENT CORPORATION 152 REED STREET LEXINGTON, MA 02173 6. ELEVA77ONS ARE BASED ON THE TOWN OF LEXINGTON SEWER DATUM. STARTING BENCHMARK.. X -CUT IN HYDRANT ON EAST STREET (EL.= 20556) SCREENED UNDERGROUND U77LITY DATA REPRESENTS RECORDED INFORMATION RECOVERED THROUGH RESEARCH WITHOUT EVIDENCE OF SURFACE DEMARCA770N, AND WAS NOT FIELD VERIFIED. DRAIN MANHOLE OD SEWER MANHOLE CATCH BASIN c U77LITY POLE 0 FIRE HYDRANT EXISTNG WA7FR GATT WATER SERVICE <ED - WS- SEWER SERVCE - GAS GATE SPOT GRADE + 120.6 LIGHT ELECTRIC BOX 7ELEPHONE BOX STORM DRAIN D SANITARY SEWER S WATER MAIN Vd GAS MAIN G OVERHEAD WIRES OHW TELEPHONE/ TEC ELECTRIC /CABLE 2' CONTOUR - - - - - -- DECIDUOUS TREE CONIFEROUS TREE CHAIN LINK FENCE -0 0 0- STOCKADE FENCE WETLAND LINE b BITUMINOUS BERM GRANITE CURB REINFORCED CONCRETE PIPE RCP ADVANCED DRAINAGE SYSTEM ADS POLYVINYLCHLORIDE PIPE PVC CONCRETE BOUND W /DRILL HOLE CB1DH DRILL HOLE DH IRON ROD tR FOUND FND ABOVE GRADE A.G. RECORD CONDITIONS PLAN LOCATED IN RtCP.ARDE vy `� LEXINGTON, MASSACHUSETTS 3477Jg N: (MIDDLESEX COUNTY) 3776 CIVIL Pc"All, i PREPARED FOR DIAMOND WEST DEVELOPMENT CORP. SCALE: 1 "= 40' DATE: DECEMBER 9 1999 MERIDIAN ENGINEERING, INC. 1441W 98 HIGH STREET DANVERS, MASSACHUSETTS 01923 TELEPHONE: (978) 739 -9130 SHEET No. 1 OF 1 PROJECT No. 2718 - EXISTING L 0 T 2A NOW OR FORMERLY LEACHING I DRYWELL S T LEACHING DRYWELL NOW OR FORMERLY DAVID L. BURNS (FUTURE DRIVEWAY) MICHAEL F KRALEY SUBSURFACE STORMWATER INFILTRATOR FACILITY 9O� NVlN= 798.3± (TYP.) Tic 200L207_ W /�A�� 5/8" IR W /CAP TO#YN OF LL'NINGTON RISER 5/8" IR W /CAP _ 9O- _ OUSLY -SET - 'Zryos s£r 0.1 A.G. SET SET 02.' A.G. 0.2' A.G. - CITY OF )VOBIlRN \-5/8" IR W /CAP OUTLET 200.7 OW NOW OR FORMERLY SET 0.6' A.G. AT NOW OR FORMERLY NOW OR FORMERLY JOANN LYONS REQUEST OF NEIGHBOR NOW OR FORMERLY THOMAS MURRAY LORENZO BORDINI NOW OR FORMERLY FREDERICK GILGUN % 7HOMAS H. & ANN NEWTON ANTHONY VULTAGGIO NOW OR FORMERLY LOIS A. HARRLESON GRAPHIC SCALE SCALE. l--40' TE LOCH Is FEET 4t METERS 3+00 00EN iHl OF wo] 4 +00 Col I � O � L� Q) 11 !I � TEC GAS MAIN 5 +00 ■ 1 o +N NO n H) 5 =0.02' J L =116' L= 705'(C'81 = 72 (C816) TJ�TE L E I I 195 O ~ aJ+ 0 N Z3 N 6+00 190 RFFFR_FNl`F_4 -DEED BOOK 25884, PAGE 597 * -DEED BOOK 25646, PAGE 192 * -DEED BOOK 12215, PAGE 553 * -PLAN No. 768 OF 1995 -1946 COUNTY LAYOUT OF EAST STREET -PLAN No. 803 OF 1950 * -PLAN No. 102 OF 1942 * -PLAN No. 1743 OF 1951 * -PLAN No. 1404 OF 1950 * -PLAN No. 1992 OF 1954 * -PLAN No. 935 OF 1941 -1892 COUNTY LAYOUT OF LOWELL STREET -PLAN BOOK 190, PLAN 18 -PLAN No. 537 OF 1942 * DENOTES DOCUMENTS RECORDED AT THE MIDDLESEX SOUTH REGISTRY OF DEEDS DWG. No. 2718PLPR2 BK. A314. PG. #38 ROAD f RO l�Ls SCALE. 1 » = 40'VHOR. 2 0 2 4 8 VERT. 20 0 20 40 80 HOR. REVISIONS DESCRIPTION BY l CHK'D va �y �titi FF7, N y o A* 7 o EASt v o o� a o - vQ vo Z (SEE NOTE 6) EMERSr ROAD: N LOCUS MAP NOT TO SCALE �i(07LS:• 1. THE TOPOGRAPHY AND S17E DETAIL DEPICTED HEREON WERE OBTAINED FROM A PAR77AL FIELD SURVEY CONDUCTED BETWEEN SEPIEMBER 20 AND OCTOBER' 16, 1996 AND NOVEMBER 4, 1999 BY MERIDIAN ENGINEERING INC. 2. THE LOCUS PROPERTY DEPICTED IS LOCATED IN ZONE RO. J. THE LOCA77ON OF ALL UNDERGROUND U77LI77ES SHOWN ARE APPROXIMATE AND ARE BASED UPON A PAR77AL FIELD SURVEY AND COMPILA770M OF PLANS OF RECORD. MERIDIAN ENGINEERING INC. DOES NOT WARRANTY NOR GUARANTEE THE LOCA77ON OF ALL U77LI77ES DEPICTED OR NOT DEPICTED. THE CONTRACTOR, PRIOR TO COMMENCEMENT OF CONSTRUCTION, SHALL VERIFY 77-IE LOCA77ON OF ALL U77LI77ES AND CONTACT DIG SAFE AT 1 -800- 322 -4844. 4. THE SOLE PURPOSE OF THIS PLAN IS TO DEPICT TOPOGRAPHIC SI7E FEA77JRES ON 7HE SUBJECT PROPERTY. BOUNDARY LINES DEPICTED ON THIS PLAN ARE ARE APPROXIMA7E AND ARE FOR PICTORIAL PURPOSES ONLY 5. RECORD OWNER: DIAMOND WEST DEVELOPMENT CORPORATION 152 REED STREET LEXINGTON, MA 02173 6. ELEVA77ONS ARE BASED ON THE TOWN OF LEXINGTON SEWER DATUM. STARTING BENCHMARK.. X -CUT IN HYDRANT ON EAST STREET (EL.= 20556) SCREENED UNDERGROUND U77LITY DATA REPRESENTS RECORDED INFORMATION RECOVERED THROUGH RESEARCH WITHOUT EVIDENCE OF SURFACE DEMARCA770N, AND WAS NOT FIELD VERIFIED. DRAIN MANHOLE OD SEWER MANHOLE CATCH BASIN c U77LITY POLE 0 FIRE HYDRANT EXISTNG WA7FR GATT WATER SERVICE <ED - WS- SEWER SERVCE - GAS GATE SPOT GRADE + 120.6 LIGHT ELECTRIC BOX 7ELEPHONE BOX STORM DRAIN D SANITARY SEWER S WATER MAIN Vd GAS MAIN G OVERHEAD WIRES OHW TELEPHONE/ TEC ELECTRIC /CABLE 2' CONTOUR - - - - - -- DECIDUOUS TREE CONIFEROUS TREE CHAIN LINK FENCE -0 0 0- STOCKADE FENCE WETLAND LINE b BITUMINOUS BERM GRANITE CURB REINFORCED CONCRETE PIPE RCP ADVANCED DRAINAGE SYSTEM ADS POLYVINYLCHLORIDE PIPE PVC CONCRETE BOUND W /DRILL HOLE CB1DH DRILL HOLE DH IRON ROD tR FOUND FND ABOVE GRADE A.G. RECORD CONDITIONS PLAN LOCATED IN RtCP.ARDE vy `� LEXINGTON, MASSACHUSETTS 3477Jg N: (MIDDLESEX COUNTY) 3776 CIVIL Pc"All, i PREPARED FOR DIAMOND WEST DEVELOPMENT CORP. SCALE: 1 "= 40' DATE: DECEMBER 9 1999 MERIDIAN ENGINEERING, INC. 1441W 98 HIGH STREET DANVERS, MASSACHUSETTS 01923 TELEPHONE: (978) 739 -9130 SHEET No. 1 OF 1 PROJECT No. 2718