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