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TRUSTEEPERRYNOW Of? FORMERLY RFP FAMILY �0:20 /SBTF2 RICHARD F
jA9,ORTION OF LOT 26
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NOW OR FORMERLY �> '� V) l` I u i % z CH b✓UNi< r 'Jr' N 12» i III N o p
SON, JR. LIVING TRUST AND MARION D. DE r ' / ("Br?) ; i it I 1.509 I I o
MARTIN L. KIL - U t %, /
/ B. KILSON 1996 TRUST DEED BOOK 51403, PAGE 169 / N "z ti% s 6 3.00% 3Opg ,a _
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8 19
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/ AREA=16, 77tS �„>- �; NOW OR
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' - . � W � PLACE INC.12
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EXISTING 10' (LEFT)
OFFSET GRADE
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�) RFP FAMILY TRUST - a 1-;;11.8 a C ;L7 50 11 ff 25 'Z�d. 51 1'K S �„ 2z
� N N N
i' RICHARD F. PERRY TRUSTREl
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9, PORTION OF LOT i ���::� -�,J>'�i?I __.�,T,�'r'A�! ��,A 1k>;._�4� '4•
10 00MAP 3� 11t92 111170 7 '..
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VERT.
1 SCALE: 7 20 HOR
. L.0/OpO�247
0.9 PROP. B{T 3+ 912 4
VERT
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''.
�/7 PROPOSED >,. , , -, v.2 + ,�
0 l x u.. ti •. PCE JI-tv`..,
DR/VEWAY', l 1' I 70 0 10 20 40 HOR.
AREA �' 15,510±S.F. APRON .' �.. 16 r✓. q' ; j -�` R_=_240.3
r 2.40.E + 240.13 " 241.0 �Aa iy 1„'? �PBB
%.�- (TYP) , a~ ,,�
241.5 6 E »
PROPOSED, I NOTES
-- NOW OR FORMERLY STOP S/GN 4q,`,.1
-TP6 - %rill, ' -- ,.. .w� .: , > :,n . - ; - - �` PROP MINOR RESIDENTIAL STREET
RFPFAMILY,TRUST F..,� X2426 _r_< -
± 1 . NUMBER OF DWELLING UNITS SERVED: 4 PROPOSED
% 5�- BR K -2.7 <I - / r GRADES SHOWN ON THESE PLANS. WHEREMUCKYSOIL, LEDGE OR CLAY
MAP 39, PORTION OF LOT 26 L'` ��.„ r, �p��' _ 2F, 3 - C >.r1./ ( WIDTH OF�PROPOSED RICH T - OF- WAY.• 40 (40 Al REQUIRED)
24 1 4 /�)0:, S;t; + PROPOSED = / V lS ENCOUNTERED WITHIN THE RIGHT-OF-WAY, IT MUST BE REMOVED
7
} 2-,1.5 � ----- � - I �I� � MINIMUM PAVEMENT WIDTH: 20' (20' REQUIRED)
-- '-�---' ----- rs' + 2^`. `7 242.E SIDEWALK 142.. - 1•�' / U ENTIRELY AND, WHERE NECESSARY, REPLACED WITH ORDINARY BORROW
�,, <.:x, MAXIMUM GRADE 4.09 (MAX: PERMITTED: 8i) OR OTHER MATERIALS SPECIFIED IN MASSACHUSETTS HIGHWAY
-1 `3 „ �,1, (TYP'% �' 0 L 1V=• 'I I �� ,� MAXIMUM GRADE WITHIN 75' OF INTERSECTIONS: 2% MAX. PERMITTED 2% DEPARTMENT STANDARD SPECIFICATIONS FOR HIGHWAYS AND BRIDGES
..7. 242,' r 1.\Vj`:..
„ _ NOTE 3_ f ' ' i PROPOSED CENTERLINE RADIUS: NI (MIN. PERMITTED: 150) LATEST EDITION. WHERE WATER IS ENCOUNTERED OR IS EXPECTED TO BE
--
��. 29.3 C - ( )
P 44 SEE
_242.6' PROPOSED RADIUS OF RIGHT-OF-WAY ROUNDING: 25' MIN. PER 25' ENCOUNTERED WITHIN FOUR FEET OF THE FINISHED GRADE OF THE
�� ----- ------------: _ I -ET SUBSURFACE DRAINAGE, OF A DESIGN ACCEPTABLE TO THE'!TOWN
JJ, ;x'20" ... i--- ---- L RIGHT-OF-WAY: (Al(A PERMITTED: 5 ) ENGINEER,UST BE ST
_ / _ F- 630'1 M X PERM 6 0' M CONSTRUCTED.
115"
x'12» � d LENGTH OF T -O
- .. �>, \ 3 �3.9 - // rpt ( `-: i� j {s 1 1. �I� ,� >�
16 V O 5 `11 Q 'PLANN/NG BOARD SUBDIVISION REGUI-AT/ONS
7P�-------- -- „-AREA= 15,543±SF. ( 244.8 I( I� ( 175-72F(C): BOULDERS 0
i �`
2. PER TOWN OF LEXINGTON
� � � R LEDGE MUST BE REMOVED TO A DEPTH IOF
AT LEAST 24 INCHES BELOW FINAL GRADE WHEN WITHIN THE AREA TO BE
- ---- -- -- _. i PROPOSED OTS ' / 45.7 y I PAVED. EXTENSIVE LEDGE AREAS MAY REQUIRE THE INSTALLATION OF
FILTERMITT - +- \ II{ 4 ;I INTERCEPTOR SUB DRAINS OR PERFORATED PIPE.
-
= ( )(tTFEtrh;_F (SEE NOTE 3) I' ��_.„ � �,
_ PROPOSED J. EXISTING STONE WALLS TO BE REUSED ON SITE
2d/
- __-�f � C 1i f�~_� b'Y-�,a^l^ // �-,"�-.,�.�. Y :'-Y ! v , YYY r r II _ ,d��✓rd,-y23----�_--- �(I ���'''III (�/
✓ r yt r,r f 6 I 4. SEE SHEET 3 FOR EXISTING SOIL TEST PIT DATA.
- _.I
.` E / o `&'' _------ / 3 '_--- i - --- II PROPOSED CONTOUR
-245-
�� � y `\ � / / / /-l�vr'"�r2>?�4.9---- PROPOSED INTERMEDIATE CONTOUR. 5. SEE SHEET 2 FOR TEMPORARY BENCHMARK CHART
�Y
11
-9.4 ---- In ._ ------ T 6,; 2)3\ III x�IXX.XX PROPOSED SPOT ELEVATION
-
F _-1 ° I
SII\� �. _ � Ti.z-
1 = _ a'r ;/ I --- _ /,� ,�_--- - --- _ ..�� ..., r PROPOSED CAPE COD BERM
_ r'g; )1
y - I �I
_� J' --' �J1I I � PROPOSED VERTICAL GRANITE CURB
-- 42'(SEE NOTE 3
, t
PROPOSED F/LERM/TT EROS/ON CONTROL
----# ,_ 1 y _ SEE SHEET 2 OF 10 FOR
, , ,,� LIMIT OF WORK
}11/24,. 0�- 70» / / \a(I%- 11 _ P R
.E'/.Wy -- >r ,, f"`' C' I„ / .rg` • "I I; . _ j.. -,-.r>
2 ! - �_\ ■ cs PROPOSED cATCHeaslN GENERAL NOTES AND LEGEND
- s -L ! l _ -:. rim meq- - I WI • PDMH PROPOSED DRAIN MANHOLE
4 \ a�; l„ .iK Fcl .. ti� : -I �. "mI x Tfirr,l
1 ,L_'':,_ _- - _- Vie_/ttµ; nl
y, 2 td. C_ -IIS r 7 � `.
OPOSED CDS (WATER QUALITY UNIT)
-- NOW OR FORMERLY ��I 'I21 J�, rr •, POFMH PROPOSED OVERFLOW DRAIN MANHOLE
Jr'- 77 1 r �� J-. j PROPOSED DETECTABLE: WARNING PANEL
NOWT OR FORMERLY CONCORD-ASSABET FAMILY AND ADOLESCENT SERVICES, INC. Ili PROPOSED SEWER MANHOLE
WILLIAM L. AMANDA S.W. YOUNG DEED BOOK 27798, PAGE 29 c•,
"`" G PROPOSED HYDRANT
DEED BOOK 26410, PAGE 571 0
PROPOSED ROADWAY BEECH TREE LANEI
PLAN WE :; }r; PROPOSED SIDEWALK DEFINITIVE SUBDIVYSION
1
GRAPHIC SCALE
"' PROPOSED GRASSED ISLAND f ,
FOR REGISTRY OF DEEDS USE ONLY 10 0 10 20 SCALE: 14020 80 LEXINGTON PLANNING BOA, ® PROPOSED DRIVEWAY APRON OF SITE PLAN & PROFILE
I
�ti MAs LOCATED IN
g"i.. "Y.. .' PROPOSED CONCRETE WHEELCHAIR RAMP �.��P�' s✓oy�
CUT f FILL CALCULA770NS.
o MICHAEL J.
= ELEVATION LEXINGTON MASSAC�KU�SEI'TS
I I INVERT EL VATI _ NOVAK
CUT = 1± CUBIC YARDS i WCR WHEELCHAIR RAMP CIVIL
FILL = 4 805± CUBIC YARDS - / )
L i PROPOSED PIPE LENGTH No. 50696 l MIDDLESEX COUNTI/
TOTAL FILL = 4,804± CUBIC YARDS PBB PROPOSED (CAPE COD) BITUMINOUS BERM EREo\�
PGC PROPOSED VERTICAL GRANITE CURB PREPARED FOR
NA
R RIM ELEVATION RFP FAMILY TRUST
S PROPOSED PIPE SLOPE
l CLERK OF THE TOWN
OF LEXINGTON
PROP. PROPOSED SCALE: AS NOTED DATE: FEBRUARY 11 2020
0 THE BEST OF
l DECLARE T MY PROFESSIONAL MASSACHUSETTS .HEREBY CERTIFY THAT THE NOTICE OF APPROVAL OF TYP. TYPICAL
KNOWLEDGE INFORMATION AND BELIEF THAT THIS PLAN BY THE LEXINGTON PLANNING BOARD HAS BEEN RECEIVED
BIT. CONO. BITUMINOUS CONCRETE PAVEMENT
THIS PLAN WAS PREPARED IN ACCORDANCE AND RECORDED AT THE OFFICE AND NO NOTICE OF APPEAL WAS PROPOSED SIGN MERIDIAN
WITH THE RULES AND REGULATIONS OF THE RECEIVED DURING TWENTY DAYS NEXT AFTER SUCH RECEIPT AND
RECORDING OF SAID NOTICE. C C /�
REGISTERS OF .DEEDS -� A IJ hJ O � I L7 T E
500 CUMMINGS CENTER, SUITE 5950 69 MILK STREET, SUITE 302
REVISIONS
BEVERLY, MASSACHUSETTS 01915 WESTBOROUGH, MASSACHUSETTS 01581
TOWN CLERK DATE DATE.' TELEPHONE:978 299-0447 TELEPHONE: 508 871-7030
W W W.MERIDIANASSOC.CONI
FOR MERIDIAN ASSOCIATES INC. DATE
' 1 4/7/20. REVISED PER ENGINEERING COMMENTS CSB MAC � I
5 10 5862-1
SHEET No. OF PROJECT No.
DWG. No. 5862 -DEF -SITE NO. DATE DESCRIPTION BY CHK'D
I
I
Copyright® by lAcrid,an Associates, Inc. Allright;nctooed.
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