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HomeMy WebLinkAboutSD-390-9�`0 N/F mow= JOHN G. KOSTRiZA 19256/249 N/F N/F t N/F IN ACCORDANCE WITH A CERTIFICATE OF ACTION DATED PL. 3. 559 OF 1933 NEAL E. JR., 8c N F 3 2Gad __ -- AND RECORDED HEREWITH. SAMUEL L. & w / DOMENIC J. & MARY C. -- -r ' SANDRA E. BOYLE o ff 12864/535 ALBERTiNE P. FARDYJC9HN M. & BUMBACA INNCE WITH A COVENANT DATED y PL. NO. 559 OF 1933 7273/090 /NANCY A. 8401/448 _ -- -_- .�_ 2 0 _ -- AND RECORDED HEREWITH. POWELL IN CCOR ANCE WITH A SPECIAL PERMIT DATED ° 27982/245 N/F P NO. 559 OF 1933 �_Cys1 _ - -- AND RECORDED HEREWITH. GEORGE & LOT 11 PV. NO. 1285 OF 1997 LOT 1 ELIZABETH N/F N/F PLANANSKY CARL A. & JEAN G. UNIT 1, DIANE LEARNED 21325/544 W \z BUMBACA 24316E 153 w LOT 12 7797/226 N/F UNIT 2, HSUN -MEI K. w JEAN G. BUMBACA t HSIAO ° Q 11688f330 , 24755/137 N/F PL. NO. 1070 OF 1985 4`dt UNKNOWN 3 N/F LOT 17 LOT 10 �0�� •a LOT 13 JOHN D. & JEAN M. GAYLOR ! $ GRATE N R -4,353. 21853/359 RTES DEIA0 APP'��VED � � (sES'oerArl) .CC CO ` 1 SMH 6 +75.2 Hypes 1. X.622 9 A zi�q�h WATER QUALITY INLET / RIM- 218.19 ' �" j (SEE DETAIL) V. =275.18 WG y 1 ") , �.'�� -6� f• "/ G �s. �0 ' M2 -2$, ;5,5.2D, LOT 18 \� N/F WS. • CC NV =204.00 INFILTRATION TRENCH ' \ /� _ CO CB 5 +30.17, LOT 15 CO SMH 2 +04.73: 19.3'2 (SEE DETAIL) JP FRANCISCO 1 M=22 RIM-211.87 ' /J!t /� / Q(,r, Sy71�H7E RIM =223:19 INV. =206.t6 COMM N OPEN OS LOT2181 4 n ' SP E C 7841/365 COMMON OPEN c ws_ 6 cc N VIETAS SPACE » B" - - CO SS ,AP` �o ,> LEXINGTON PLANNING BOARD os s s Ws ' PL. BL. 290, FES 2+14.30 ` N6 - h CC ,i 8'Wz70'L INV. =! 93.00 PL. 16 0�4 77.35E ��c �a c,Q1 �'S RIP -RAP j)(' I a DATE �} ,� ^'� RIM- 225.80 / eO '4� J�`�oT' 50 3S " ro APRON* sC,ryii' �y INV= 2183.4 ya$ / Qso dq �eGy7. <h0 °`I, p'CFe' 00'� x w CO Cq 24`RCP +J ?• Q, y u P. DMH 2 +01-60 &j� / DBL C85 +43.t7,2 °RCP \ Lc2 °R `da �� s� a ti 1 =70' / 5.06' S' L =12' g� S� =76 te$ a °\C/ +p N 2R 15 20, h� S =O.00 RV IN 9 9355 W: N F RIM =2 3.80 S =O.Ot3��L \ \ \o 1NV.- 18.00 / CC \ °2 FP 4. G"•' 15 Ryp D o IM 211 35 .OUT =793:0 P STEVEN M. ROSENTiHAL / L co 1 ``B alp g Q� N o NV. 205.9,3 / < ,�0p1 REMOVE E WITH "OMH� FANG LIU LOT V 0�� 5°j 5 �2 `�x @yam CO . N v "I. 9 `'� _.,..__� RCN 0 N, .L bC1"A o A4ir S)12'INV ;159.55 q'y CO g' q MH 1 +55.93, 2 " OAR 0 L�g6.3, �/�P,,.� /C1%�o \a' 17121NY- 788:69 1184/161 of. cc �°� °p °� °< z °RCP '� 9% R6A= z,5.to "ti)3 `o.ot .%1 Ni l lwjtawv,= 18,3.19 �cP� l h ° y iz� e _ S_o$ot ' ' iNW.OUi 206 I a INV 757.x9 LEGEND: CERT.. NO. 210911 Py c BF BASEMENT FLOOR L.C. PL. 9209A PIP -RAP CB CATCH BASIN o w °e� 'q CB 0+ .00. 14.30' eE y flO ROAD a {z +ot.a, RIM , +o,.za OCS PIP-RAP CC CURB COCK LOT 8 �, e .� 0 15 °INV. }205.71 INV.OLff =194.51 RIM-21 2t085_ / RIM =21,BO INVAN= 199.57 RIM=196aNV 794.5 GJ�9 12 °RCP H 5 +30.17, 4.84'2 -' MH 0 +50, 8'R NINV,= 205.74 10 "ORIRCE INV= 193.5" CO CLEANOUT RIM - 223.72 A oz �� 18.7NV =188:95 ¢i C ,, / RIM -21635 17`M=203.46 BOTTOM= 186.00 '`�' =19260 24 "FES DBL DOUBLE CB'S 7NV.- 1784 ,dy \ CB' INV - 210.63 18 INV.-200.47 N f F 72T2CP fNV:= ,87.50 DfCL DUCTILE IRON CEMENT LINE N/F Nv.I1= :15 o INVIN= 207.41 CS / 0�. /L =2. . =189:55 If.N.O 274.15 q `� WG �- ,NVAUT =207,31 RIM =19576 r DMH DRAIN MANHOLE # wG DONALD R. & R REPLACE WITH 24 RCP - "DS DRAIN SERVICE ASHER & SARAH •'� 8 "PVC WE1E WG v 4' INV: =192.16 a; / / S =0.0, REMOVE EXISTING a2'wtAIN I e 14.24' •Q- SMH 4+32.93, 4.42•R KESH'ET M1 NV.ouT =20,3,3,3 ANN M. NflRCOTT / 5 5= 0.005, L =3T f'�. Oz6 �p°4 5- 70 , RN= 277.65 ,� 13154/442 EXIST. EXISTING / +M1 5 ° l 15 "RCP INV.tN= 2!0.00 /� c PI = 192.50 FES FLARED END SECTION 21073/188 �o�° ° PL. Nfl, 1376 OF 1929 P INV. 188.71 S =0.01 u yi SIY FF FIRST FLOOR PL, 3. 463 OF 1979 ��o s =o.m /°o� GF GARAGE FLOOR /"`� �� DMH 4 +32.93, 12 °RCP § O DMH 0 +14.32 8'R L'�M1 CB I HYD HYDRANT 3.95'2 L -28, PoM= 215.35 ' $ INV. INVERT - ^� '' - i� . Rik -V.=21 L -77' CB•S INV.= 208.72 // INV.OUT= 197.E9 - N F j ' 15 "INV. =210 10 (�� RIM N=1913 L LEFi� t21NV. =2,2.35 S =O.Ot 15 "RCP •��,,// INV M =t97.83 -7 i5 "INV. - 210.35 INV:OUT 207.72 / LGS LEACHING CATCH BASIN / �� LOT r SULLIVAN SMH 0+0 fi ST.) 1446 50.0765 /� DBL CB 3 +91"38, 12'2 & 12:5`R \ \Q� / ` TOWN OF OCS OUTLET CONTROL STRUCTURE pF( Otto T RIM =273.2,3 / v LEXINGTON `!f 2 SEMEN ---y INV.IN= 204.13 N F PROP. PROPOSED GPS EA Nv.our= 200.03 +63 cz3ss4e, D.o' ROBERT W. & I>��� PVC POLYVINYL CHLORIDE �' ' ' LOT RIM =2iO3s R RIGHT N INVOUT -199. s BARBARA M. STECHER 5=45.4' -� - 13926/644 RD ROOF DRAIN % s =o 04 WG PL. NO, 1021 OF 1957 RL ROOF LEADER / COMMON OPEN + J� a Hro RCP REINFORCED CONCRETE PIPE / CB 3 +66.44 a N/F �" REVISED: 7/26/00, PLANNING BOARD COMMENTS S SLOPE SPACE B w= DZ19(RESEn �o SMH SEWER MANHOLE w �; SS SEWER SERVICE 6 "PVC / j I n THOMAS LLIVAN WG WATER GATE LOT �i. coNC. � I O PL_ NO. 1021 OF 1957 PA WS WATER SERVICE DRn�wAY f L Ew NOTION •x a o- N/F o p STREET SIGN ' w - m. CUSHING ST" j SULLIVAN 1 WINTER STREET SMH 1+14,90, 1. 86R LYNNE M. KOSER (w ST- BIT. CURB G j�� fl J�J^1�jj �''�`'� wOUT -19 21126/035 it .LEXINGTON, MASS '1�, HUSE 1 1 j INV.IN 196:67 HrD a cc PL. N0. 1376 OF 1929 INVAUT- 198.57 a �- - RIM 2+15.90, 0.0' 2i SMH RIM-214.36 WG - RIM-216.66 ° INV.= 205.95 WS �. 8 "AC .INV. =2Q7,34 CO _ ���(j T �qj �jj /}M�� 55 WG DMH 19685 EN COVER) DEFINITIVE ! IVE SITE V E * ELO■ TENT , SS Co �� LOT1 IT CURB p,� 2" CPI 2 RIIM =207.40 NOTES: )TNOT ALL UNDERGROUND UTILITIES ARE SHOWN. Ref , 2.4.1'. UP SSA INV.= 203.95 O E+ g - - , : 3 2 BEFORE DESIGN AND CONSTRUCTION CALL "DIG Sheet Thief i =D P p y o� i $ RIM>=is4.9s SAFE" 1- 888 - 344 - 7233. I W. s =1� sn e ,y °° sy (w 65 0- b 2,) THE LOCATION OF UNDERGROUND ELECTRICAL AND ' O DROP INLET > ,. jN,�INV.IN= 790.75 ' y� I .Our 190.90 COMMUNICATIONS CONDUITS ARE NOT SHOWN. THEIR LAYOUT T,/ ItNV =2 °227 / 5 `s c WILL BE DESIGNED BY BOSTON EDISON ENGINEERING / Ss. cc LOT 4 DIVISION AND ANY REQUIRED EASEMENTS SHALL BE CONVERT CB TO DMH �O 12`RCP PROP:1NMS,N 207:91 0 110 o M1.,ryS° - r GRANTED BY THE DEVELOPER. PROVISIONS FOR SUPPLYING L=2' 2% a CO oF+ C> C POWER TO STREET LIGHTING WILL BE INCLUDED WiTH . o DMH Ca D +41.97, 1223' P a I9 Ar M1 q N/F I THIS LAYOUT. 3.) ALL UTILITY IMPROVEMENTS SHALL BE IN ACCORDANCE IW, -zo s e Rriv 199 o° ,ti 2� °M1'¢1 CHARLES N. & Z v',� r o N/F a' WITH THE TOWN OF LEXINGTON STANDARDS, BEVERLY A. HARVEY o 4.) ALL CATCH BASINS SHALL HAVE STONE INLETS WITH Utilities CB RIM =205.88 ? '2 w 15 "RCP o4 °M1O �"' 0 19228 175 THOMAS C. & BE 1 1 f R. --} SOT 3 / TRANSITION STONES. INVIN =201.08. : P v L -30' e� ?' PL. NO. 1024 OF 1962 RANSOHOFF nv.ouT- 200.9��e0 5 s ° s % N/F 22281/399 \ S- DMH 0 +61. 'R: A RIP -RAP P _ t� `, i RIM= APRON 6�5 PAUL R. JR. PL N0: 1024 OF 7962 tTt 1 °� !p1�%1�A �{, /fn v�w9 1 - isa.97 c L DMH & SHIRLEY . J - -_ - ------------- ---- - - - - -- { s' =198 62 g.PN 5 ,9 COMMO A" N L0T 2 R =2ss' NfF ELLIS CLERK OF THE TOWN OF LEXINGTON HALYARD BUILDERS, INC. Developer/ SMH :.O +7 74, 0.34'R } RM 2O32o 1 CB o +46:98, 15R 14959/479 HEREBY CERTIFY THAT THE NOTICE OF 18 Saddleclub Road. LeAngton MA Applicant {EXIST )1 IV. 793:95 v 7 ) ( ) �?� RIM =2D3. PATRICK & PL. No. 823 ri ; PROP. ,NV. 194:4Cit s APPROVAL OF THIS PLAN BY THE NV. =i9s:o9 FES 1+07.6 Nv. =7,3,3.0 KATRINA OF 1928 PLANNING BOARD HAS BEEN RECEIVED AND WINTER STREET REALTY TRUST Owner 40.9R Nv,= 7sa:oo 3x9' TURNER- -} RIP -RAP RECORDED AT THIS OFFICE AND NO APPEAL APRON N/F ROONEY 8 Saddieciub Road., Lexington, MA rRCP DMH 0 +97.2, 8 -1'R 14862/457 WAS RECEIVED DURING THE TWENTY DAYS L -33'f RIM= 20¢.25 BRUNO & FIORITA WEINMAYR ASSOCIATES INC. Land ; RIM =205.30. - PL. N0. 823 NEXT AFTER SUCH RECEIPT AND RECORDING s =o:m DMH 1 +00:5, 8.3•R VISOCCHI OF 1928 OF SAID NOTICE y e}.. ®�} Somerville, ' PROP" DMH DMH i0 .32 8:6'R 22332/058 - 1 South Street, Some ville, MA. Architect R,M- 097.01 . Pi RIM =204.40 PL. NO. 1376 OF 1929 - - PROP. INV.- 197.80& {NV =t98.30 - ' EXIST: INV. ,91,521 8r7. ONiy - /'Y �° f�(Je�° (� p� g�}.��}�,y¢ q NOTE:: FIELD VERIFIED PRIOR. - INCITE ARVFIi l E1dT RC Architect To INSTALLING ouic£ � DATE TOWN CLERK 74 Bedford Street, L.eAngton, MA CONTROL STRUCTURE 8'4C \ STREET o +no RIM =195.13 UP 14 1 - - " N �NTER (PUBLIC - 50FT. WIDE DWG ��AyJO "c NOONAN & McDOWELL, INC. Land Surveyor/ FILLED WITH DEBRIS HYD. - j �xxiN� m 25 Bridge Street Billerica,. MA Civil Engineer V1AttR PIPE CWIL p FEET 0 20 40 80 120 160 TTOP 200:°0 �G /STb�k° 8 OR7K,GE =19880 - - - 6 = 198.20 sys l METERS 0 5 10 20 30 40 6 = 197.60 6 = 196;90 - L ©O 3' 4u OUT= 52.13 DATE R GISTERED PROFESSIONAL CIVIL ENGINEER Scale* 1 IN -40 FT. Dates May 1,2000 aDTroM -,30.00 0wg. No 1509P9 Job No 1509.4A Sh No 9 of 17 t3 5