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Home My WebLink AboutSD-370-34. Plv" of I DECLARE, TO THE BEST OF MY PROFESSIONAL KNOWLEDGE, INFORM47110N, AND BELIEF THAT THIS PLAN CONFORMS TO THE RULES AND REGULATIONS OF THE REGISTRY OF DEEDS FOR *ER191AN ENGINMRING, INC. DATE FOR REGISTRY OF DEEDS USE ONLY "U'BDIVI S-ION A L E K El LOT 185 NOW OR FORMERLY 10 EDGE OF BORDEMW DAMES A. & DORIS U. MALLON VEGETATED NEMANDS WH LOT 188 21 BELLFLOWER STREET 1-#101 MIR.) LOT 253 248-----4 RIM 24Z56 INV IN=236.60 (SMH NOW OR FORMERLY NOW OR FORMERLY INV OUT=236.54 LOT 187C GEORGE T & JANET G. ATHENS LOT 1845 AL HUGH M. & ILZE M. OLMSTED 7 DENVER STREET 7 FORGET & JANE NOW OR FORMERLY iOT 187A I NOW OR FORMERLY 1J6 CEDAR STREET �ojwj OR fil OUH "H JANICE W BRYAN T G. ATHENS IN STREET 0 OF L .9 BELLFLOWER S :T�� I \Uh-NVLR S 14 11 DENVER STREET RIM=250.91 'AL INV IN 246.77 'AL INV 1N=242J8 AL I I WV lNw242.54jAR0PbMH I r� 1. (PAPER STREET- FZISTING T 1875- - NNE R010- (PRIVA IF 40' WIDE ROW) INV OUT=242,1 �4 DAyEi I lAir op A OW OR FORMER 40 ZILL T OFMCe & T AIL 'ALj PROPOSED 20' WIDE BITUMINOUS CONCRETE SM TO DEN TREET APPPr REL SUH D A�k 24B 4 AS� % W VER smH or" fNG v T=241. ?Jr 4L 2 jaL(il tt RIM=251.81 7M INV IN=238.59 (5MH M) INV IN=238.59 (SMH "0") INV. IN=238.52 (SMH K) �4 9z 10 INV OU T=238 50 (SMH AF ZZ--m., A _�f 25 aF 6- pu� r QVE,�HEID Riffilkv- 'T c� -1 H A 0 NCH �il� I - N �oE A LN Olvl- S i\,f �Fj ��UL A Wjww&�) A H "G" rUEP7.#17f 1.0' A.G. lgf6 T1�g j 253. 1 0 1 RtM=251.64 189 INV N= 248.14 (CB D) LOT INV OUT=248.13 (OM14 H) WETLAND-----' f 7 Z 11 !?'�' PROP, OUT, '7. NOW OR FORMERLY REPLACEMENT - MES M. & CHRISTIN CONNO 4� 4. 4 ��,7 TAI IRAW w \AREA=850-f SIF Ufff VEW'A S.FQ CB "D loo, ZONE LINE RIM=252. 39 L 190B ilzm - I 'o 5/1 • 2.54 FROM EXIS77NG BORDERING INV IN=248.90 (CB E) NOW OR FORMERLY o Q VEGETA 70 WETLANDS 56 INV N= 249.05 (DMH L) AUGUSTO C. &ROSA TEIXEIRA ? IN. OUT=248.74 (DMH G) 15 BELLFLOWER STREET PROPOSED SINGLE C8 'E" RIM=252,72 "3, 01 ml� LOT 191 \ f7l, FAMILY D LING INV OUT=249,51 (CB D) -14 6-D- NOW OR FORMERLY -2 _'_256 KOUICHI & SHIZUKO I BELL YOSHWO 258 4 0 .7. FLOWER STREET 125. -260 -REMAINS lbf FENCE eor' LOT 192 6' sToCKADE a 6' STOCKAOE NOW O R FORMERLY INE STERLING K & MARIE HIGHT BODA ULNRY FENCE 7 BELLFLOWER STREET LOT 210 LOT 243 NOW OR FORMERLY NOW OR FORMERLY JOHN J. HAVENS, JR. PETER A. & ANNE Y LOUGHLIN 5 6ALFOUR STREET 114 CEDAR STREET PLAT Nk PW STA = 0+75 SCALE. l--40' PVf ELEV = 257.84 FEET 40 0 20 40 80 160 A.D. -6.00 ilm Novi K = 8.33 1 1 1 1 METERS 0 10 20 - 40 60 tic I DECLARE, TO THE BEST OF MY PROFESSIONAL KNOWLEDGE, INFORM47110N, AND BELIEF THAT THIS PLAN CONFORMS TO THE RULES AND REGULATIONS OF THE REGISTRY OF DEEDS FOR *ER191AN ENGINMRING, INC. DATE FOR REGISTRY OF DEEDS USE ONLY "U'BDIVI S-ION A L E K El LOT 185 NOW OR FORMERLY 10 EDGE OF BORDEMW DAMES A. & DORIS U. MALLON VEGETATED NEMANDS WH LOT 188 21 BELLFLOWER STREET 1-#101 MIR.) LOT 253 248-----4 RIM 24Z56 INV IN=236.60 (SMH NOW OR FORMERLY NOW OR FORMERLY INV OUT=236.54 LOT 187C GEORGE T & JANET G. ATHENS LOT 1845 AL HUGH M. & ILZE M. OLMSTED 7 DENVER STREET 7 FORGET & JANE NOW OR FORMERLY iOT 187A I NOW OR FORMERLY 1J6 CEDAR STREET �ojwj OR fil OUH "H JANICE W BRYAN T G. ATHENS IN STREET 0 OF L .9 BELLFLOWER S :T�� I \Uh-NVLR S 14 11 DENVER STREET RIM=250.91 'AL INV IN 246.77 'AL INV 1N=242J8 AL I I WV lNw242.54jAR0PbMH I r� 1. (PAPER STREET- FZISTING T 1875- - NNE R010- (PRIVA IF 40' WIDE ROW) INV OUT=242,1 �4 DAyEi I lAir op A OW OR FORMER 40 ZILL T OFMCe & T AIL 'ALj PROPOSED 20' WIDE BITUMINOUS CONCRETE SM TO DEN TREET APPPr REL SUH D A�k 24B 4 AS� % W VER smH or" fNG v T=241. ?Jr 4L 2 jaL(il tt RIM=251.81 7M INV IN=238.59 (5MH M) INV IN=238.59 (SMH "0") INV. IN=238.52 (SMH K) �4 9z 10 INV OU T=238 50 (SMH AF ZZ--m., A _�f 25 aF 6- pu� r QVE,�HEID Riffilkv- 'T c� -1 H A 0 NCH �il� I - N �oE A LN Olvl- S i\,f �Fj ��UL A Wjww&�) A H "G" rUEP7.#17f 1.0' A.G. lgf6 T1�g j 253. 1 0 1 RtM=251.64 189 INV N= 248.14 (CB D) LOT INV OUT=248.13 (OM14 H) WETLAND-----' f 7 Z 11 !?'�' PROP, OUT, '7. NOW OR FORMERLY REPLACEMENT - MES M. & CHRISTIN CONNO 4� 4. 4 ��,7 TAI IRAW w \AREA=850-f SIF Ufff VEW'A S.FQ CB "D loo, ZONE LINE RIM=252. 39 L 190B ilzm - I 'o 5/1 • 2.54 FROM EXIS77NG BORDERING INV IN=248.90 (CB E) NOW OR FORMERLY o Q VEGETA 70 WETLANDS 56 INV N= 249.05 (DMH L) AUGUSTO C. &ROSA TEIXEIRA ? IN. OUT=248.74 (DMH G) 15 BELLFLOWER STREET PROPOSED SINGLE C8 'E" RIM=252,72 "3, 01 ml� LOT 191 \ f7l, FAMILY D LING INV OUT=249,51 (CB D) -14 6-D- NOW OR FORMERLY -2 _'_256 KOUICHI & SHIZUKO I BELL YOSHWO 258 4 0 .7. FLOWER STREET 125. -260 -REMAINS lbf FENCE eor' LOT 192 6' sToCKADE a 6' STOCKAOE NOW O R FORMERLY INE STERLING K & MARIE HIGHT BODA ULNRY FENCE 7 BELLFLOWER STREET LOT 210 LOT 243 NOW OR FORMERLY NOW OR FORMERLY JOHN J. HAVENS, JR. PETER A. & ANNE Y LOUGHLIN 5 6ALFOUR STREET 114 CEDAR STREET PLAT Nk PW STA = 0+75 SCALE. l--40' PVf ELEV = 257.84 FEET 40 0 20 40 80 160 A.D. -6.00 ilm Novi K = 8.33 1 1 1 1 METERS 0 10 20 - 40 60 0+00 1+00 2+00 3+00 4+00 py 1 4' VERT SCALE. • 1 40' HOR. 2 0 2 4 8 VERT in mui killow 20 0 20 40 80 HOR. 5MEF.�tx�pMzra -EXISTING 6- WATER MAIN -12`RCP,L=31' S=0.01 AMA # t Pqpj-, CLERK OF THE TOWN OF LEXINGTON, MASSACHUSETTS HEREBY CERTIFY THAT THE NOTICE OF APPROVAL OF THIS PLAN BY THE LEXINGTON PLANNING BOARD HAS HAS BEEN RECIEVED AND RECORDED AT THIS OFFICE AND NO NOTICE OF APPEAL WAS RECEIVED DURING THE TWENTY DAYS NEXT AFTER SUCH RECEIPT AND RECORDING OF SAID NOTICE. TOWN CLERK v DATE APPROVED BY DATE LEGO& "THIS PLAN IS SUBJECT TO A COVENANT DATED MW__t!jr EXISTING STONE BOUND "THIS PLAN lS SUBJECT TO A CERTtFtCATE OF ACTION DATED (D EXIS771VG SEWER MANHOLE "THIS PLAN N IS SUBJECT TO A SPECIAL PERMIT DATED --- ❑ EXISTING CATCH BASIN EXISTING UTILITY POLE 0 EXISTING FIRE HYDRANT D4 EXISTING WATER GATE WS() EXISTING WATER SERVICE G.G.0 EXISTING GAS GATE -OHW EXIS77NG OVERHEAD WIRES _152- EXISTING CONTOUR -0- EXISTING STORM DRAW - S- EXISTING SANITARY SEWER W- EXISTING WATER MAIN G- EXISTING GAS MAW E- EXIS77NG UNDERGROUND ELECTRIC SS- EXISTING SEiWR SERVICE STONE WALL PROPOSED CA TCHBASIN 0 PROPOSED DRAW MANHOLE PROPOSED CONTOUR PROPOSED SPOT GRADE W -W- PROPOSED WATER MAIN N&--- PROPOSED WATER SERVICE PROPOSED FIRE HYDRANT -SS-- PROPOSED SEWER SERVICE -TEO- PROPOSED UNDERGROUND 7FLEPHONE, ELECTRIC & CABLE -D- PROPOSED DRAIN PIPE PROPOSED SLOPED BITUMINOUS CONCRETE CURB PROPOSED WATER GATE RCP REINFORCED CONCRETE PIPE CLDI CEMENT LINED DUCTILE IRON PROPOSED SLOPED GRANITE CURB PROPOSED STREET TREE AMEW ZED 52ED= DIMOSM&L HE"tMLATION (ZONNG DISTWCT IS RS) R R R£OUIRED PRO 40.00' AREA 15,500-fS.F. 16,2501S.F. 20. 00' FRONTAGE 125 FT 125 FT GRASS FRONT YARD 30 FT. 55 FT. STRIP SIDE YARD 15 FT 25 FT 260 P*F �' REA R YARD 15 FT JO FT 258 P.F. Je p. F. P_F_ MAXIMUM BUILDING HEIGHT 40 FT 35 FT. _2& WALK PROPOSED u MAXIMUM # OF STORIES 2 112 2 112 254 T1NG- - - - - - PAVEMENT- SITE Qm TI 5 212 TOTAL LAND AREA 16,250-tS.F. 'PROPOSED STONE 250 F-TAINING WALLS PROPOSED AREA OF VEGETATED WETLANDS 85101S.F. APPROXIMATE DEVELOPABLE SITE AREA 15,400-i-S.F. SECRM A-A; 1" = 8' VERT PREPARED �Lil'° SCALE., 1 = 8' HOR. 4 0 4 a 16 VERT MAP 58, LOT 190A PAUL A. PHELAN ROBERT E. PHELAN 4 0 4 8 16 HOR. 152 REED STREET MAP 56, LOT 190C LEXINGTON, MA. 02173 RICHARD C. PHELAN DEFIN177VE SUMMSION SITE PLAN (3".3.5.3.b) _o' %k OF MAS LOCATED IN RICHARD RICHARIDI E LWNGTON 'C MASSACHUSETTS RIC.. C RIC ITT JR ITT JR IT_r JR ITT JR WAITT JR. 34776 (MIDDLESEX COUNTY) CIVIL PREPARED FOR fSStONA ,J° ROBERT E. PHELAN SCALE: 1 =AS NOTED DATE. • MAY 1, 1996 A� A M E R I D I A N REWSIONS EN GINEERINGs INC. qqww 100 CORPORATE PLACE, SUITE 103 PEABODY, MASSACHUSETTS 01960 TELEPHONE: (508) 535-7328 DESCRIP71ON KD NO. DATE BY CH SHEET No. 3 OF LL PROJECT No. 2197 LOW POINT STA = 2+52.96 PW STA = 2+03 o PW ELEV = 247.52 + o A.D. = 9.60 K = 15.62 150.00' vc + t�j Z W + 4rx6 ;aCIR 4j DMH I STA.4+65 .31 a Z� + RIM=251.67 U-) o RAISE RAW WVW=242.5O(DMH 2) OF SMH J' INVOUT-242.44(DMH H) 41 PPROXIMA 7E --- -j XA 7701V OF Lu I(1577NG 6" ATER MAIN 250 E1S77NG I GHT kv� GRADE EX1377NG I L N CEV>R - GRADE F2 ORCP ._8'S=0 02 t l'xls/ ING f EFT �CB 3&4, DE PROP O Xv L CULVERT ii RCP EXISTING TT EXI, RIM SMH 250.04 STA. I 1'R' -- ---- ----- -- SEWER SER WOE EXISTINC S -WER IN V OUT= 241 28(SMH F) EXISTINGL� E)aS TING SE W 51, ICE EM f RW-26 F.90 SmM WE U77L ZED SEWEF SERVITE EXIST SMH F STA. 4 47 LOO IS PROP 'RTY DMH 2 STA. 2-,-67 RIM =251.81 �4 TA. 2+53.00 914R %816A&2_4� 25 1 RIM=248.50 WVW=244.5O(4B 3&4) INVIN=238,59(WH lNV.1Nf2,38.59(WH M) L/) NVOUT 44.58(LMH 2) . UT� NV; WVOUT=244.4f(DMHl) INVIN-2J8.52(WH K) wnw zmy 1 1 WV. T =238.5 SMH 1) 285.0 col NN N ai C; N NN C'j clj 0+00 1+00 2+00 3+00 4+00 py 1 4' VERT SCALE. • 1 40' HOR. 2 0 2 4 8 VERT in mui killow 20 0 20 40 80 HOR. 5MEF.�tx�pMzra -EXISTING 6- WATER MAIN -12`RCP,L=31' S=0.01 AMA # t Pqpj-, CLERK OF THE TOWN OF LEXINGTON, MASSACHUSETTS HEREBY CERTIFY THAT THE NOTICE OF APPROVAL OF THIS PLAN BY THE LEXINGTON PLANNING BOARD HAS HAS BEEN RECIEVED AND RECORDED AT THIS OFFICE AND NO NOTICE OF APPEAL WAS RECEIVED DURING THE TWENTY DAYS NEXT AFTER SUCH RECEIPT AND RECORDING OF SAID NOTICE. TOWN CLERK v DATE APPROVED BY DATE LEGO& "THIS PLAN IS SUBJECT TO A COVENANT DATED MW__t!jr EXISTING STONE BOUND "THIS PLAN lS SUBJECT TO A CERTtFtCATE OF ACTION DATED (D EXIS771VG SEWER MANHOLE "THIS PLAN N IS SUBJECT TO A SPECIAL PERMIT DATED --- ❑ EXISTING CATCH BASIN EXISTING UTILITY POLE 0 EXISTING FIRE HYDRANT D4 EXISTING WATER GATE WS() EXISTING WATER SERVICE G.G.0 EXISTING GAS GATE -OHW EXIS77NG OVERHEAD WIRES _152- EXISTING CONTOUR -0- EXISTING STORM DRAW - S- EXISTING SANITARY SEWER W- EXISTING WATER MAIN G- EXISTING GAS MAW E- EXIS77NG UNDERGROUND ELECTRIC SS- EXISTING SEiWR SERVICE STONE WALL PROPOSED CA TCHBASIN 0 PROPOSED DRAW MANHOLE PROPOSED CONTOUR PROPOSED SPOT GRADE W -W- PROPOSED WATER MAIN N&--- PROPOSED WATER SERVICE PROPOSED FIRE HYDRANT -SS-- PROPOSED SEWER SERVICE -TEO- PROPOSED UNDERGROUND 7FLEPHONE, ELECTRIC & CABLE -D- PROPOSED DRAIN PIPE PROPOSED SLOPED BITUMINOUS CONCRETE CURB PROPOSED WATER GATE RCP REINFORCED CONCRETE PIPE CLDI CEMENT LINED DUCTILE IRON PROPOSED SLOPED GRANITE CURB PROPOSED STREET TREE AMEW ZED 52ED= DIMOSM&L HE"tMLATION (ZONNG DISTWCT IS RS) R R R£OUIRED PRO 40.00' AREA 15,500-fS.F. 16,2501S.F. 20. 00' FRONTAGE 125 FT 125 FT GRASS FRONT YARD 30 FT. 55 FT. STRIP SIDE YARD 15 FT 25 FT 260 P*F �' REA R YARD 15 FT JO FT 258 P.F. Je p. F. P_F_ MAXIMUM BUILDING HEIGHT 40 FT 35 FT. _2& WALK PROPOSED u MAXIMUM # OF STORIES 2 112 2 112 254 T1NG- - - - - - PAVEMENT- SITE Qm TI 5 212 TOTAL LAND AREA 16,250-tS.F. 'PROPOSED STONE 250 F-TAINING WALLS PROPOSED AREA OF VEGETATED WETLANDS 85101S.F. APPROXIMATE DEVELOPABLE SITE AREA 15,400-i-S.F. SECRM A-A; 1" = 8' VERT PREPARED �Lil'° SCALE., 1 = 8' HOR. 4 0 4 a 16 VERT MAP 58, LOT 190A PAUL A. PHELAN ROBERT E. PHELAN 4 0 4 8 16 HOR. 152 REED STREET MAP 56, LOT 190C LEXINGTON, MA. 02173 RICHARD C. PHELAN DEFIN177VE SUMMSION SITE PLAN (3".3.5.3.b) _o' %k OF MAS LOCATED IN RICHARD RICHARIDI E LWNGTON 'C MASSACHUSETTS RIC.. C RIC ITT JR ITT JR IT_r JR ITT JR WAITT JR. 34776 (MIDDLESEX COUNTY) CIVIL PREPARED FOR fSStONA ,J° ROBERT E. PHELAN SCALE: 1 =AS NOTED DATE. • MAY 1, 1996 A� A M E R I D I A N REWSIONS EN GINEERINGs INC. qqww 100 CORPORATE PLACE, SUITE 103 PEABODY, MASSACHUSETTS 01960 TELEPHONE: (508) 535-7328 DESCRIP71ON KD NO. DATE BY CH SHEET No. 3 OF LL PROJECT No. 2197