The URL can be used to link to this page

Home My WebLink AboutCON-100-4APPROVED BY "THIS PLAN IS SUBJECT TO A COVENANT DATED q!P�-ft~--" LEXINGTON PLANNING BOARD WFf I I "THIS PLAN IS SUBJECT TO A CERTIFICATE OF ACTION GATED 3' 01 p U'2 0440& AL "THIS PLAN IS SUBJECT TO A SPECIAL PERMIT DATED IL N EDGE OF BORDERING wf #4 VEGETAW WETLANDS (TYP.) AL I k AL (SEE NOTE k47 ON SHEET Na 1 OF 12) APPROXIMATE LOCATION OF PRIVATE, UNACCEPTED 20"I"'Ifl- A" 4 PORTION OF GARFIELD STREET BASED ON THE f, TOWN OF LEXINGTON ZONING MAP AND MOST AL RECENT LIST OF ACCEPTED AND UNACCEPTED STREETS IA, 1'4f 11 ifR�lk 0 4�� 4 IQ NOW OR FORMERLY Qo TOWN OF LEXINGTON NOW OR FORMERLY ,` -0 wd# �1 "NOW OR FORMERLY/ TOWN OF LEXINGTON DATE \111 TOM OF LEXINGTON TE VAULT T -'190 t WATER BUBBLER j'Vj47\ ie N-� 116 FORMERL Y 8- z 1II"`-` - 'i 6 TOWN OF LEXINGTON STAKED HAYMBMALE 16 PROPOSED DOUBLE 94 NOW OR NOW OR FORMERLY 1-/ 1 --- PA MWEN Wk-.$79 -9LTff ?� f 6 tSEE 0 A7ALL TOWN OF LEXINGTON u 2 J, )p� 7rz 7M-7�-._jj 6"x6" WOOD �)gu� 11� T rut C. Sjf-jE✓VAIK pl�`W:f JAX 1 --11 1 �� I " - 'q ILI f u 10 t-M!SiT 5' 51 N-� "-- , ly, vy, POSTS 100 . . ...... -1- -2- LINE . . ...... . .. . . jf" -1 a-v Cy- OF ,_j aELQMWA5wTRffFT FXISTIA10 00r,�Li --------- WETL A ND If If --7-;� -71-7t M FP0R DAM, SSE 7 If �<VQ --2 50' WIDE) I I 1 11 1 (PUBLIC - #It y/ � K 7, �7- MANUMCP a 1Mr 12" TO HE REMOVED ....... ....... 00 ............ .. ........... L G �OR VEt ��71-1-6161 x 9 1+06 i15 777 00 1:11:'%L�^ ....... SUM J 0 . ..... )rtlt �,7 7 . 2 r GARFIELD E T f*ON- STREET 50' WIDE) 14' # 1 Oj'&q 7 81, v A , I, , tvc) Ail, F WOOD) A X6 S .a ENCH AR 6 104 z 172 NOW OR FORMER L� 4 V L HOLE TOWN LfX1N6FT-ON CONC. EIEV: �192.24 x6- BOL HOLE IND. S BENCHMARK., 6 REMAINS OF OLD X IND WILDRILL H TONE FOUNDA TION NOW OR FORMERLY 9200 o Q, 4 IT F,1;7v=t DA WD A. ROBERTS Q No A TOWN ONCRE tGTON 16� "&V WPA TO BE REMOVED x 16 �j' 100 BUFFER LINE N3 A91 LIMIT OF WORK U '19 FROM EDGE OF LINE 44 14;, WETLAND '\S, w000 NOW OR FORMERLY I S76R) SUBHASH & KASTURI GUPTA f 11'�AMLL 9 0. f64 GARFIELD X S IIILl. i ■ --. ' :': `...,M Y%" /'il'I •'F'• �J �t'U!' V TABLE OF ANVELOPMENT DATA: L 4- 2 4' WIDE MULCH PATH pl, A TO BE PLACED IN THE FIELD AND REWENED 412v LINE AND APPROVED BY THE L TOWN OF LEXINGTON 0 EXIS77MG SEWER MANHOLE EXIS77NG U71LITY POLE 1v c� 0* 0 PROPOSED FIRE HYDRANT 0 EXISTING FIRE HYDRANT TP12 —152— EXIS77MG CONTOUR 194 PROPOSED CONTOUR NOW OR FORMERLY G EXISTING CONIFEROUS TREE TO REMAIN) X HARRIET MANN TP #1 EXIS77NG DECIDUOUS TREE (TO REMAIN) L-0-77 A — I EXISTING DITCH f - - - - - - - - PROPOSED 15IX15 EXISTING SHED EXISTING GRAVEL ROAD DRYKLL 4 2 12 C.L.D.1 CEMENT LINED DUCTILE IRON iwolqpr EL-IsUft APPROXMA TF EDGE OF BORDERING VEGETATED WETLANDS 16 O to ZI A OWNER OF RECORD /APPLICANT- RONALD K. GOLD AIAAU'V D GOLD METERS 0 5 10 20 40 4• ELEVA 7701VS ARE BASED ON THE TOWN OF LEXINGTON SF*,FR DA 7um. STARING BENCHMARK. • SOUTHWEST CORNER OF STONE BOUND ELEVA77ON = 192.24 AS SHOWN ON TOWN OF LEXINGTON ENGINEERING PLAN EN777LED 'STREET CONSTRUC770N, GARFIELD STREET DATED FEBRUARY 13, t984. 5. TOPOGRAPHIC DETAIL AND SURFACE FEATURES DEPICTED ARE BASED ON A FIELD DEC& SMILE SEC SET 1 HAYBALE PERPENDICULAR Igloo ANGLE STAKE CRUSHED STONE SURVEY BY MERIDIAN ENGINEERING INC. (MEI) ON JANUARY 2, 8, & 13 1992. 1 DECLARE, TO THE BEST OF MY PROFESSIONAL NOT TO SCALE sm, TO PREWOUSL Y OR GRAVEL GROUND 6. UNDERGROUND STORAGE OF FM TANKS IS PROH1917ED. KNOKEDGE, INFORMATION, AND BELIEF T EVERY 50' ON SLOPES =7 Z ALL TREES LOCATED WITHIN THE WORK AREA AND WHICH ARE TO BE SURFACE FA THAT 0 VER 57. SET BALE FLOW 7HIS PLAN WAS PREPARED IN ACCORDANCE SAVED, SHALL BE FLAGGED AND STRAPPED W7H THE RULES AND REGULA77ONS OF THE 4 VER 77CAL EXIS77NG 01w F 8 THE USE OF DRIVEWAY SEALANT IS PROHIBITED. REGISTERS OF DEEDS. 4'- 5' GRADE CRUSHED A7 9. SEE SHEET 2 OF 12 FOR TEST PIT INFORMA770N. VARIES STONE EWaEDQM a PROPOSED PLACED RIPRAP GRAVEL la SEE SHEET 8 OF 12 FOR PROPERTY LINE DESCRIPI70NS. 60-12" STONE A SPOIL FROM 0 L -2 BACKF7LL WITH BALES TO BE 77ED WITH ORGANIC FIBER TWINE ONLY FOR MERIDIAN ENGINEERING, INC. DATE 1( 4RIES) GRAVEL OR OTHER BALE TRENCH NO PLAS770 OR WRE. SUITABLE WELL HAYBALES FOR REGISTRY OF DEEDS USE ONLY DRAINED MA 7FRIAL END TO END HAYBALEES TO BE SECURED WTH A MINIMUM OF tWO (2) SITE CONSTRUCTION PLAN 1* x ?" *OOOEN STAKES PER BALE DRIVEN 18* MIN. INTO GRADE. LOCATED IN V 12" OF CRUSHED STONE 1. BALES SHALL BE LAID IN A ROW —ENDS 77GHT TO A8UT77NG BALES LEXINOTOW, AUASYS4 Cff[1SffTT EXISTING GRADE 2. BALES SHALL BE SET A MINIMUM OF 4" INTO SOIL. rAf1jV=ffSrX qrrT A LINE J. BALES SHALL BE SECURELY ANCHORED IN PLACE BY (2) WOODEN STAKES ..s 64 At NVI /0 SCAFLA (SEE DETAIL) DRIVEN THROUGH EACH BALE - THE FIRST TO BE c 6WRF19Lfl STREET A7XTFNSIOjV 0 4-- 6� ANGLED TOWARD THE PREWOUSL Y SET BALE TO DRAW BALE 77GH T W* ^6*LERK OF THE TOWN OF 4. INSPEC77ONS SHALL BE WEEKLY AND FOLLOWNG STORMS REPAIR .4 CIMMMOMW S118RIVIS149W A044W4*WWj*f LEXINGTON, MASSACHUSETTS HtREBY CER77FY THAT THE NOTICE OF NO TES. • AND /GI? REPLACE AS REQUIRED. Rot HE LEXINGTON PLANNING BOARD HAS BALES TO BE TIED WITH ORGANIC FIBER TWINE ONLY 5. BALES & STAKES SHALL BE REMOVED ONCE A PERMANENT WGETA77VE • APPROVAL OF THIS PLAN BY T SCALE. • 1 DATE. MARCH 17, 1995 BEEN RECEIVED AND RECORDED AT THIS OFFICE AND NO N077CE NO PLASTIC OR WIRE. GROUND COVER HAS BEEN ESTABLISHED OR WHEN DIRECTED BY THE OF APPEAL WAS RECEIVED DURING THE TWENTY DAYS NEXT AFTER 2. HAYBALES TO BE SECURED WITH A MINIMUM OF TWO (2) DESIGN ENGINEER. "i"10 ff� p AIM&L SUCH RECEIPT AND RECORDING OF SAID NOTICE. %i AMNAW M E R I D I A N. I" x 1* WOODEN STAKES PER BALE DRIVEN 18- MIN. INTO HA YEALE CNECK DAM RMWF G R A D E . w a l " t EN G I N 9 E R I N G, I N C. NOT TO SCALE ft -117M REWSIONS Civil 100 CORPORATE PLACE, SUITE 103 TYPICAL HA YBALEISIL T FENCE DETAIL PEABODY, MASSACHUSETTS 01960 IE %d9Emw'YM L AI oersilt TELEPHONE: (508) 636-7328 NOT TO SCALE 1 7125195 16' WIDE PAVEMENT KPF REW At^#AjiamCLERK DA TE' Dk No. 2176CONS(AEF. •2176MAIN) NO. DATE DESCRIPPON SHEET No. 4 OF 12 PROJFrT No. 2176 CONSTRUCTIO, 04' `max .4 -7� PROPOSED SPOT ELEVA77ON 17 MALBERT'ROAD --F-x-jST[NG STONE NOW OR FORMERLY 7� F.F.F. RNISHED FIRST FLOOR NO I Fa- BRIGHTON, MA 02135-2618 KE-CHIEH AND PROPOSED ROOF DRAIN I. ZONING DISTRICT IS RS. TERESA CHU PROPOSED BITUMINOUS CONCRETE BERM 2. SUBJECT PROPERTY IS SHOWN AS PARCEL 73A ON LEXINGTON ASSESSOR'S MAP 65. EXISRNG EXIS 77NG GRADE NOW OR FORMERLY GRAPHIC SCALE -w PROPOSED LIGHT POLE J THE LOCA77ON OF ALL UNDERGROUND U77LI77ES SHOWN ARE APPROXIMATE GRADE LOAN AND SEED FREDERICK M DIS7EFANO, JR SCALE: 1`--20' -71- PROPOSED GRASS SWALE AND ARE BASED UPON A PAR77AL HELD SURVEY AND COMPILA77ON OF REFERSNCES, PLANS OF RECORD. MERIDIAN ENGINEERING, INC DOES NOT WARRANTY FEET NOR GUARANTEE THE LOCA77ON OF ALL U77LI77ES DEPIC7ED OR NOT lilt 20 0 10 20 40 80 PROPOSED RIPRAP - LAND COURT CASE 22794A DEPICTED THE CONTRACTOR, PRIOR TO COMMENCEMENT OF CONSTRUC77ON, - CERTIFICATE No. 174745 SHALL VERIFY THE LOCA77ON OF ALL U77LI77ES AND CONTACT DIG SAFE LIMIT OF WORK LINE AT 1-800-322-4844. METERS 0 5 10 20 40 4• ELEVA 7701VS ARE BASED ON THE TOWN OF LEXINGTON SF*,FR DA 7um. STARING BENCHMARK. • SOUTHWEST CORNER OF STONE BOUND ELEVA77ON = 192.24 AS SHOWN ON TOWN OF LEXINGTON ENGINEERING PLAN EN777LED 'STREET CONSTRUC770N, GARFIELD STREET DATED FEBRUARY 13, t984. 5. TOPOGRAPHIC DETAIL AND SURFACE FEATURES DEPICTED ARE BASED ON A FIELD DEC& SMILE SEC SET 1 HAYBALE PERPENDICULAR Igloo ANGLE STAKE CRUSHED STONE SURVEY BY MERIDIAN ENGINEERING INC. (MEI) ON JANUARY 2, 8, & 13 1992. 1 DECLARE, TO THE BEST OF MY PROFESSIONAL NOT TO SCALE sm, TO PREWOUSL Y OR GRAVEL GROUND 6. UNDERGROUND STORAGE OF FM TANKS IS PROH1917ED. KNOKEDGE, INFORMATION, AND BELIEF T EVERY 50' ON SLOPES =7 Z ALL TREES LOCATED WITHIN THE WORK AREA AND WHICH ARE TO BE SURFACE FA THAT 0 VER 57. SET BALE FLOW 7HIS PLAN WAS PREPARED IN ACCORDANCE SAVED, SHALL BE FLAGGED AND STRAPPED W7H THE RULES AND REGULA77ONS OF THE 4 VER 77CAL EXIS77NG 01w F 8 THE USE OF DRIVEWAY SEALANT IS PROHIBITED. REGISTERS OF DEEDS. 4'- 5' GRADE CRUSHED A7 9. SEE SHEET 2 OF 12 FOR TEST PIT INFORMA770N. VARIES STONE EWaEDQM a PROPOSED PLACED RIPRAP GRAVEL la SEE SHEET 8 OF 12 FOR PROPERTY LINE DESCRIPI70NS. 60-12" STONE A SPOIL FROM 0 L -2 BACKF7LL WITH BALES TO BE 77ED WITH ORGANIC FIBER TWINE ONLY FOR MERIDIAN ENGINEERING, INC. DATE 1( 4RIES) GRAVEL OR OTHER BALE TRENCH NO PLAS770 OR WRE. SUITABLE WELL HAYBALES FOR REGISTRY OF DEEDS USE ONLY DRAINED MA 7FRIAL END TO END HAYBALEES TO BE SECURED WTH A MINIMUM OF tWO (2) SITE CONSTRUCTION PLAN 1* x ?" *OOOEN STAKES PER BALE DRIVEN 18* MIN. INTO GRADE. LOCATED IN V 12" OF CRUSHED STONE 1. BALES SHALL BE LAID IN A ROW —ENDS 77GHT TO A8UT77NG BALES LEXINOTOW, AUASYS4 Cff[1SffTT EXISTING GRADE 2. BALES SHALL BE SET A MINIMUM OF 4" INTO SOIL. rAf1jV=ffSrX qrrT A LINE J. BALES SHALL BE SECURELY ANCHORED IN PLACE BY (2) WOODEN STAKES ..s 64 At NVI /0 SCAFLA (SEE DETAIL) DRIVEN THROUGH EACH BALE - THE FIRST TO BE c 6WRF19Lfl STREET A7XTFNSIOjV 0 4-- 6� ANGLED TOWARD THE PREWOUSL Y SET BALE TO DRAW BALE 77GH T W* ^6*LERK OF THE TOWN OF 4. INSPEC77ONS SHALL BE WEEKLY AND FOLLOWNG STORMS REPAIR .4 CIMMMOMW S118RIVIS149W A044W4*WWj*f LEXINGTON, MASSACHUSETTS HtREBY CER77FY THAT THE NOTICE OF NO TES. • AND /GI? REPLACE AS REQUIRED. Rot HE LEXINGTON PLANNING BOARD HAS BALES TO BE TIED WITH ORGANIC FIBER TWINE ONLY 5. BALES & STAKES SHALL BE REMOVED ONCE A PERMANENT WGETA77VE • APPROVAL OF THIS PLAN BY T SCALE. • 1 DATE. MARCH 17, 1995 BEEN RECEIVED AND RECORDED AT THIS OFFICE AND NO N077CE NO PLASTIC OR WIRE. GROUND COVER HAS BEEN ESTABLISHED OR WHEN DIRECTED BY THE OF APPEAL WAS RECEIVED DURING THE TWENTY DAYS NEXT AFTER 2. HAYBALES TO BE SECURED WITH A MINIMUM OF TWO (2) DESIGN ENGINEER. "i"10 ff� p AIM&L SUCH RECEIPT AND RECORDING OF SAID NOTICE. %i AMNAW M E R I D I A N. I" x 1* WOODEN STAKES PER BALE DRIVEN 18- MIN. INTO HA YEALE CNECK DAM RMWF G R A D E . w a l " t EN G I N 9 E R I N G, I N C. NOT TO SCALE ft -117M REWSIONS Civil 100 CORPORATE PLACE, SUITE 103 TYPICAL HA YBALEISIL T FENCE DETAIL PEABODY, MASSACHUSETTS 01960 IE %d9Emw'YM L AI oersilt TELEPHONE: (508) 636-7328 NOT TO SCALE 1 7125195 16' WIDE PAVEMENT KPF REW At^#AjiamCLERK DA TE' Dk No. 2176CONS(AEF. •2176MAIN) NO. DATE DESCRIPPON SHEET No. 4 OF 12 PROJFrT No. 2176 CONSTRUCTIO, 04'