HomeMy WebLinkAboutSD-470-2THIS
PLAN
IS
SUBJECT'
TO
A
COVENANT DATED,
THIS
PLAN
IS
SUBJECT
TO
A
CERTIFICATE OF ACTION DATED
THIS
PLAN
IS
SUBJECT
TO
A
SPECIAL PERMIT DATED
TOWN CLERK OF THE TOW OF
LEXINGTON, MASSACHUSETTS HEREBY CERTIFY THAT THE NOTICE OF
APPROVAL OF THIS PLAN BY THE LEXINGTON PLANNING BOARD
HAS BEEN RECEl AND RECORDED AT THIS OFFICE AND No NOTICE
OF APPEAL WAS RECEIVED DURING THE TWENTY DAYS NEXT AFTER
SUCH RECEIPT AN
RECORDING OF SAID NOTICE.
TOWN CL :?k: DA 1E.•
R=1,002,31'
L_.1 ? (,1 71'�-
APPROVED BY:
LE_VIJVCTON PLANNIArG BOARD
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TAX MAP
83 LOT 155
"IF CAPIAN #3 ROYAL CIRCLE
AGNES VAN LANCENHOVE TR'
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LE-MPORARY BENCHMARK CHART-
Tem i
DESCRIP TIO,N
ELEV
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SEWER MANHOLE RIM
171> J6"
-483*19'75"E_
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TAX MAP 83 LOT 134
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TAX MAP 83 LOT 135
#53 GROVE STREET
>
N/F ROBERT V, KEARNEY
VQ—TC.S..
1, THE TOPOGRAPHY, SITE DETAIL & SURFACE IMPROVEMENTS DEPICTED
HEREON WERE OBTAINED FROM A PAR77AL FIELD SURVEY CONDUCTED ON
FE9RURY 8-11, 2013 BY SULLIVAN ENGINEERING GROUP LLc.
2, THE LOCUS PROPERTY DEPICTED IS LOCATED IN ZONING DISTRICT RO,
J, IHE LOCUS PROPERTY IS DEPICTED AS LO I37 AND 138 ON THE
TOWN OF LEXINGTON ASS'ESSOR'S MAP 8J.
4 THE LOCA77ON OF ALL UNDERGROUND UTILITIES SHOWN ARE APPROXIMATE
AND ARE BASED UPON A PAR77AL FIELD SURVEY AND COMPILATION OF
PLANS OF RECORD. THE DESIGN ENGINEER DOES A10T WARRANTY NOR
GUARANTEE THE LOCATION OF ALL UTILITIES DEPICTED OR NOT DEPICTED..
THE CONTRACTOR, PRIOR TO COMMENCEMENT OF CONSTRUCTION, SHALL
VERIFY THE LOCATION Or ALL "711177C-C AND 1111AIrArT MtN SAFE AT
1- 888- - 344-7233:
5. THIS PLAN DOES NOT SHOW ANY UNRECORDED OR UNWRITTEN EASEMENTS
WHICH MAY EXIST A REASONABLE AND DILIGENT ATTEMPT HAS BEEN MADE
TO OBSERVE ANY APPARENT VISIBLE USES OF THE LAND, HOWEVER, THIS
DOES NOT CONSTITUTE A GUARANTEE THAT NO SUCH EASEMENTS EXIST
6 THE ELEVATIONS DEPICTED HEREON WERE BASED UPON THE 1929 NGVD DATUM
LEG[--ND:
TWO FOOT CONTOUR
DECIDUOUS TREE (> 6- DIA.)
EVERGREEN TREE (> 6- DIAJ
C'Cb UTILITY POLE
@ SEWER MANHOLE
-S- SEWER MAIN
-W- COMPILED WATER MAIN
CB ❑ CA TCHBA SIN
D- DRAIN LINE
SIT BI TUMINOUS
7, THE LOCUS PROPERTY IS NOT L OCA TED M THIN A FL 000 ZONE AS DEPICTED ON THE
LATEST FLOOD INSURANCE RATE' Al CONC, CONCRETE
8 ABUTTING BUILDING LOCA77ONS ARE APPROXIMATE ONLY AND FOR GRAPHICAL
PURPOSES ONLY BUILDING LOCATIONS TAKEN FROM TOWN OF LEXINGTON AERIALS EOP EDGE OF PA VEMEN T
.R SITE IS MOS TL Y WOODED WITH SECONDARY GROWTH OF PRIMARILY TH TEST PIT
OAKS �WITH SOME PINE AND BEECH TREES,
HP ELEV HIGH POINT EL EVA TION
GRAPHIC SCALE
SCALE, 1`-30'
4 DIRECTION OF OVERLAND FLOW
FSET jo 0 15 30 60 120
i— I .......... I
.. .........
.. .... EXPOSED LEDGE
WERE PERFORMED ON MARCI-I 2�
TEST PI TS 5 20IJ
RY JOHN D. SULLIVAN ///, P. E., C.S.E. No. 2,378
SOILS 1NFCLRMA TION: SOILS INFORMA TION.- SOILS INFORMA TION:
TN-8
TEST Plr,, TH-1 TCSr PIT- TH-2
TLST PIT. TM 3
z FIEV = 171,8°t ELrv=17t8*± ELEV=1179.5°*
77 et I z 1�
I., � / m a W, ELEV=NOT OBSERVED
GW ELEV=NOT OBSERVED
G. Y£ ELEV=NOT OBSERVED
0= 8°
A. D 8� HORIZON A., LOAMY SAND
HORIZON At LOAMY SAND 0 "_74' HORIZON A. LOAMY SAN(?
it
HORIZON aw LOAMY SAND 7"84 HORIZON Bw. LOAMY SAND 8't-240 HORIZON 8w. LOAMY SAND
22"- 1-90" HORIZON 0. LOAMY SAND 18'�-124" HORIZON Cz LOAMY SAND 24'�-J8` HORIZON C.� LOAMY SAND
-CRED AT J8
ESHG, W < ELEV 161,8' E, S, H, G, W < EL E V 161.5• LEDGEENCOUN7
-7, I,\ P PERCOLATION RATE 8 Al SHELF --
24"40" PERCOLATION RATE 6 MPI SHELF 22 " --40`• t —SOIL TYPE DIVIDE
TAX MAP 83 LOT 136
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#91 GROVE Sc TREET
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.00 CD
N/F ABHUT CHAUDHURY
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SLOPE AREA
TH-4,
7"
44129,'E
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IN
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25
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i t -----
1-5,Tpz - -N-T s
+.S PER-cE _L6pEs
-j"-4-0* -i'
25 ti
.. ...... .
V
20
0
T A X MAP 83 LOT 139
#8 ROBINSON ROAD
fit.
N/F SEN RAHUL
"z
412
m.
A,
�a
... .. .....
I z' , I - - 'W
_ tv" �
PROPOSED DRIVEWAY CURBCUT
Z SOIL TYPE DIVIDE
-7 7.
6
HIGHWAY NOISE FROM
SOIL 5 INFORMA TION:
TEST PIT, TH--4
ELEV.- 1qaO'±
G.W. ELEV. =NOT OBSERVED
0"-5" 14ORIZON A., LOAMY SAND.
5"%-22" HORIZON Bw.' LOAMY SAND,
22' -34" HORIZON C SANDY LOAM
LEDGE ENCOUNTED AT 340
SOILS INFORMA TION.
TEST PIT: TH-7
ELEV=214.0'±
G.W. ELEV=AfOr OBSERVED
0"_5" HORIZON A: LOAMY SAND
-17 HORI-70AI Bw: LOAMY SAND
17"44" HORIZON C. LOAMY SAND
LEDGE ENCOUNTERED AT- 440
220 FEEI 7�
w SIGHT 151ST�AN�
m i cmi if - 1 �co� k1 A r CE 200'±
REVISIONS
SOILS INFORMATION.,
TEST RM TH-5
ELEV,=2O6,J'±
G. W ELEV =NOT OBSERVED
W'-6H HORIZON A.- LOAMY SAND
8" -201' HORIZON Bw LOAMY SAND
20't-39" HORIZON C` SANDY LOAM
LEDGE ENCOUNTERED AT 39"
SOILS INFORMA TION:
TEST PIT, TH-8
ELEV=210.3',
aW, ELEV=NOT OBSERVED
0'�-5" HORIZON A— LOAMY SAND
50�-14" HORIZON Bw. LOAMY SAND
14= 53" HORIZON C., LOAMY SAND
LEDGE ENCOUNTER AT 59"
QWNER�;.
4 ROBINSON ROAD
FATOMEH CARROLL
4 ROBINSON ROAD
LEXINGTON, MA 02421
6 ROBINSON ROAD
CARMEN DE LA CRUZ
6 ROBINSON ROAD
LEXINGTON, MA, 02421
APPLICANT:
NORTH SHORE CONSTRUCTION & DEV, INC,
0
SOILS INFORMATION.
TEST PIT_ TH-6
ELEY=209.5"*
G, IV EL E V =N0 T OBSERVED
0't-4" HORIZON A, LOAMY SAND
4" -19" HORIZON Bw, LOAMY SAND
19"_43" HORIZON C; LOAMY SAND
LEDGE ENCOUNTED AT 43"
SOILS INFORMATION
TEST PIT T14-9
ELEV-2040*
0. W ELEV =NOT OBSERVED
HORIZON A' SAND
HORIZON 8w: LOAMY SAND
1.3 -63" HORIZON C: LOAMY SAND
LEDGE ENCOUNTED AT 630'
SOILS INFORMATION,
7EST PIT. TH-10
&LEV=206,0"l
G.W. EtEV=NOT OBSERVED
05,•50 HORIZON k LOAMY SAND
54,-13" HORIZON Bw! LOAMY SAND
1-3=341$ HORIZON at LOAMY SAND
LEDGE FUCOUN MD AT 34
215 SALEM STREET
WOBURN, MA 618011 4-6 ROBINSON ROAD
SITE "44LYSIS MAP
LOCATED IN
LEXINGTON, MASSA CH USE T10
(MIDDLESEX COUNTY)
va M
PREPARED FOR
NORTH SHORE CONSTRUCTION.& DEV, INC
SCALE: f 30' DATE: OCT. 11, 2013
ER-EPARED BY
rrC
SULLIVAN ENGINEERING GROUP, L1,
2Z MOUNT VERNON ROAD
BOXFORD, MA 01921
(978) 352-78,71
SHEET No. 2 OF 10
F: NO
1
1219113
CHANGES THIS SHEET
JDS
JDS
DATE
DFSCRIP
Y
CHWD
SITE "44LYSIS MAP
LOCATED IN
LEXINGTON, MASSA CH USE T10
(MIDDLESEX COUNTY)
va M
PREPARED FOR
NORTH SHORE CONSTRUCTION.& DEV, INC
SCALE: f 30' DATE: OCT. 11, 2013
ER-EPARED BY
rrC
SULLIVAN ENGINEERING GROUP, L1,
2Z MOUNT VERNON ROAD
BOXFORD, MA 01921
(978) 352-78,71
SHEET No. 2 OF 10