HomeMy WebLinkAboutSD-469-5NOTE:
1. FOR PROPOSED PROPERTY LINE INFORMATION SEE PROPERTY RIGHTS PLAN (SHEET 4 OF THIS
PLAN SET) PREPARED BY KEENAN SURVEY.
A.O Eil' ,V & CEIVA _ .r
L'EhRcR \ /
i3 ''OAK �
1 J 0,4,
V
10 "OAK v
V 16 °OAK �
/ T°p
WLF -3 SBGH %
18t0AK , ' I 7'h9APLE
EDGE OF BOtRDERM 15 "iVAP � c \ ` ?T rh 'nc,dPLE
WOETAYM NERANDS i
WLF -2 r /� f �' 75 AK APPUVr• (SE M07E 9) it
,
SHELDON CORP.
TODD CATALDO
121 MARRETT ROADF 1 i49,E8, u
LEXINGTON, MA 02421 W /
n OIV \ / Y / 1 v� AK aAY
RECORD Q*JVER: 2 ✓ \ � „ rn......r
FREDERICK A. WITTHUS / \ / �� r
495 LOWELL STREET / /
LEXINGTON, MA 02421 \ /
DEED BOOK 55798 PAGE 225 * ;'^ ` / II ` 12 'CAK
*DENOTES DOCUMENTS RECORDED i t
AT THE MIDDLESEX SOUTH
REGISTRY OF DEEDS.
LCT
ARSAa PYU I'�
1 419iSF RiM207.9 ,` RIM =207.9 0
INV. =204.3 INV. -204.3
26 "01K ,% /
`..\ .az- � / �-- 1 �-�' _-- X210 --
PROPOSED FIL TERM/TT n \ v. K/! ` ' 4 "i ,, c✓c
(TYP) h I �Eh ,! ='7S / 7.0 LF. 8" SCH LOT/
N
15 "0AA'
0 QAIti „�
1 7" „<24K
rg
TWIN 15 "OAif
9`lAK
%� PARCEL f
15`!✓APLE OPEN SPACE
AREA=
26,O60.kS.F,
w
PROPOSED EDGE OF LAWN
0
M
8=
PYD
RIM =205.9
INV. =204.0
7 L.F. 8 ",SCH-
40 PVC, S =4.3%
S� OH
t
9't* ?Rt H
na 24"CAK s
15"QAK , 4
c
0
tl I
-'�L
N i"JA;f
2 - APLE
�r
- PROPOSED LIMIT OF WORK LINE 16 OAK
v
13'1v1APL- -
10';t9APLE
♦ PROPOSED FILTERY17T
1 1` ' RD
\T *257 OF UNITS MUST HAVE GFA 52,700 SF AND 509 OF UNITS MUST HAVE GFA 53,500 SF. LOCUS
NOTES• Nor TO sGAL£ '�
1. THE EXIS77NG TOPOGRAPHY & EXISTING SITE DETAIL DEPICTED HEREON WAS OBTAINED FROM A p LD
INSTRUMENT SURVEY CONDUCTED IN JUNE 2013 BY KEENAN SURVEY.
2. PROPERTY LINES DEPICTED HEREON ARE BASED ON A SURVEY BY KEENAN SURVEY. THIS PLAN IS NOT
TO BE USED FOR THE RECONSTRUCTION OF BOUNDARY LINES OR FOR TITLE INSURANCE PURPOSES. ALL
BOUNDARY LINES DEPICTED ARE.APPROX/MATE ONLY. MAI DID NOT PERFORM A BOUNDARY RETRACEMENT
SURVEY.
PROPOSED D7701VS 3. THE SUBJECT PROPERTIES DEPICTED ARE LOCATED IN THE RO DISTRICT (ONE FAMILY DWELLING).
slzE uM�rAnonrs
PROP.
LOT
MAXIMUM GROSS
A
MAXIMUM AMOUNT OF
MAXIMUM SITE
MINIMUM COMMON
BALANCED HOUSING
FLOOR AREA
NO. OF
MPERWOUS SURFACE
COVERAGE
OPEN SPACE
(SF)
DWELLINGS
(SF)
(SF)
REQUIRED (SF)
ALLOWED
14,400
NO LIMIT*
17,886
NO L4MIT
25,950
PROPOSED
14,400
4
l 17,886
NIA
26,060
1 1` ' RD
\T *257 OF UNITS MUST HAVE GFA 52,700 SF AND 509 OF UNITS MUST HAVE GFA 53,500 SF. LOCUS
NOTES• Nor TO sGAL£ '�
1. THE EXIS77NG TOPOGRAPHY & EXISTING SITE DETAIL DEPICTED HEREON WAS OBTAINED FROM A p LD
INSTRUMENT SURVEY CONDUCTED IN JUNE 2013 BY KEENAN SURVEY.
2. PROPERTY LINES DEPICTED HEREON ARE BASED ON A SURVEY BY KEENAN SURVEY. THIS PLAN IS NOT
TO BE USED FOR THE RECONSTRUCTION OF BOUNDARY LINES OR FOR TITLE INSURANCE PURPOSES. ALL
BOUNDARY LINES DEPICTED ARE.APPROX/MATE ONLY. MAI DID NOT PERFORM A BOUNDARY RETRACEMENT
SURVEY.
PROPOSED D7701VS 3. THE SUBJECT PROPERTIES DEPICTED ARE LOCATED IN THE RO DISTRICT (ONE FAMILY DWELLING).
slzE uM�rAnonrs
PROP.
LOT
GROSS FLOOR AREA -SF-
(MAX. ALLOWABLE)
A
2,700
B
4,100
C
4,100
D
3,500
4. THE SUBJECT PROPERTIES ARE DEPICTED AS LOTS 52 & 53 ON TOWN OF LEXINGTON ASSESSORS MAP
61,
5, THE LOCATION OF ALL UNDERGROUND U77LI77ES SHOWN ARE APPROXIMATE AND ARE BASED UPON
INFORMATION PROVIDED BY KEENAN SURVEY. MERIDIAN ASSOCIATES, INC. DOES NOT WARRANTY NOR
GUARANTEE THE LOCATION OF ALL U77LITIES DEPICTED OR NOT DEPICTED. THE CONTRACTOR, PRIOR TO
COMMENCEMENT OF CONS7RUC770N SHALL VERIFY 7HE LOCATION OF ALL UTIL177ES AND CONTACT DIG
SAFE AT 7- 888 -344 7233.
6. 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 7HIS DOES NOT CONSTITUTE A GUARANTEE THAT NO SUCH EASEMENTS EXIST.
7. THE ELEVA77ONS DEPICTED HEREON WERE BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988
(NA V088).
8. THE LOCUS PROPERTY IS LOCATED IN FLOOD ZONE X (UNSHADED), AREAS DETERMINED TO BE OUTSIDE
THE 0.29 ANNUAL CHANCE FLOODPLAIN, PER FEMA FLOOD INSURANCE RATE MAP NUMBER 25017CO404E
LL r DATED JUNE 4, 2010
IL N01IN LE
P ; AK P'^ E 9. THE WETLANDS DEPICTED ON 7HIS PLAN WERE DELINEATED BY OXBOW ASSOCIATES IN JUNE OF 2013
-AN D WERE LOCATED BY KEENAN SURVEY. V= r
i5 "'.4APr = 10. THE FOOTPRINTS FOR THE FOUNDA7ONS SHOWN ON LOTS B & C ARE CONCEPTUAL,. FINAL PLANS SHALL
15 "CAif BE SUBMITTED TO THE TOWN DURING THE BUILDING PERMIT APPLICATION PROCESS AND WILL COMPLY TO
NO 7E 11.
17. THE PROPOSED BUILDING ENVELOPES SHOWN HEREON DEPICT THE SETBACK LIMITS TO THE BUILDING
* -� ♦ ��\ i FOUNDATIONS ONLY. THE SETBACK LIMITS TO ALL OTHER STRUCTURES (OVERHANGS, DECKS, ETC.) SHALL
D�y"" ° ♦ L \ COMPLY TO THE TOWN OF LEXINGTON ZONING BYLAW FOR THE RO DISTRICT.
+v�'!K�+l`:'rsi:
}' ,.i{ (sEEV rAI�j ^0 "OA 92 THERE MUST BE A ILEA ST 45 FEET BETWEEN THE FOUNDATONS OF THE STRUCTURES ON LOTS B AND G
:.: 0, . - .. nK
,r; K
, 13. THE CONTRACTOR MUST MILL LOWELL STREET, CURB TO CURB, EXTENDING 50 FEET BEYOND THE LIMITS
u
L
i } ,., 40 PVC S 4.3% AREA= i< � '�� � `"f OF THE OUTERMOST CUTS AND 7}iE STREET SHALL BE OVERLAID WITH 7.5 INCH BITUMINOUS TOP -,
ti ✓ 9° HER,4Y % " ^?K I COURSE W1771 TACK COAT.
SH�I�' 1l 12843±SF 2 40 \PVC, S =3.O% 38 "Os: ?:
RANCAS,rA ' ;tr UMAP; AN T � +... ^<.. 1
SDiLS >iNF?AlAT1ON: ,. -! ,: :.. x:' -) T t - -- -mac:_
i ' "�^'tt? / 14. SIDEWALK EXTENSION DESIGN PLANS TO BE SUBMITTED FOR TOWN OF LEXINGTON PLANNING BOARD
DATE CONDUCTED: JULY 10; 2013 �` P - - -" LOT D o APPROVAL UNDER SEPARATE COVER
_ _ �. .: LOT C ,1.
CONDUCTED BK PETER PQMMERSHEIM (CSE3046) I D )!/ / f� ' \ \ AREA= f
/ AREA= t2 4421SF
L f 8" SCH - PRO 7' CAK t �\ P/ZOf? ; cDA pr c 06, >, 5 "O 1K
TEST PIT. 7P -13 -01 ELEV. =208.0 - / iJ DECK \ DECK' 870iSF \' .
i T 40 PY S =4.6% \
0"-6" HORIZON A: FINE SANDY LOAM j / l' 125 DECK , - PROPO LEDEND
6 24" HORIZON B. LOAMY SAND \ / % PEOP. A. 12.5' / , i
Q / D CK 12. _ O / (SEE SHEET 2 FOR EXISTING LEGEND)
24' -48" LAYER Cl: MEDIUM SAND _ „ �. F:OPLIAR
48 112' LAYER C2 COARSE SAND \ 4P. i� (TYP), i _ �, (TYY�?)'. " \ I,, I ; E 9 0 LAP v4 + t PROPOSED CONTOUR
" 6' \ PROPOSED SPOT ELEVATION
WEEPING 0 961, NO REDOX �- -' % � � 1 � i;;� ��1 �
ESHGW 0 96" ELEV.- 200.0 f / \ PROPOSED a0 `) \ PROPOSED PROPOSED �, J,( Ak, 9' i PROPOSED PROPERTY LINES
l f ' SINGLE FAMILY i U
' ! I ROPOSED %4 ". A1< ANGLE FAM /L ' 7BR SINGLE FAMILY '
/ 9= PROPOSED LIMIT OF WORK LINE
TEST PIT ;r� -13 -02 ELEV= 209:0 \DWELLING , 1 TBR ~DWELLING DWELLING
N' j LE FAMIL PFFE= 212:60! PFFE 211.20 ' PROPOSED BUILDING ENVELOPE
0 " -6" HORIZON Ar FINE SANDY LOAM 2;' _ - LUNG ! rti '? " vE ' T PCFE = 50 ?< "QAY, t PFFE= 210.80 1 rL
PCFE =203 95
6' -24" HORIZON B. LOAMY SAND OAK PFFE = 212.60 � h \ ' %� �� ` PCFE- 202.10 � � � TYR TYPICAL
io vAn SEE NO
24" -120" LAYER C. SAND PCFE= 203.90 n (SEE 10)1 (SEE NO E 10) � L_
WEEPING 0 104 0, NO REDOX I / , 22 " +K \ �t i0 "C. ",K j GAn' PEOP PROPOSED EDGE OF PAVEMENT
PROPOSED PROPOSED RROPSED PROPOSED PROPOSED i PROPOSED 1 SF SQUARE FEET
ESHGW 0 104;• ELEV =200.3 1 `OAK 1 in BRICK PROPOSED \BRI''K BRICK GARAGE \ 1 p r
PROP SED
GARAGE } 27 GAR GE BRICK EXIS77NG TREE PROPOSED
! 4 '!< WALK GA AGE PGFE= 210:50 WALK PGFE = 209.10', . A WALK (' ^� TO BE REMOVED
TEST PIT TP -t3 -03 ELEV. =208:3 PGFE�210 , Q'` M1 _ - a i ( )
45.0 MlN. GFE =208.70 1
0 " -6" HORIZON A: FINE SANDY LOAM t �4i', K- ( / i TBR TO BE REMOVED
6 " -24" HORIZON B' LOAMY SAND ( 10 :A } _;., ,IA y, SEE TE 12 } 1 \�
�'
, , , ..... I P OPOSED PROPO� D �`'�.\ � i - � `'' ° - PROPOSED"? O '�l t' PROPOSED i t . °; '`
■ PYfl PROPOSED YARD DRAW
24" -110' LAYER C: SAND - - - -___ _ / \ J \ L Ell, CONC. `
i - 1 j 8 {T. CONC �B /T. CO ' l H.P1 BIT CONC. BIT. CONC. 617UMINOUS CONCRETE
WEEPING 0 106"; NO REDOX % D IVE'WAY ! 1 y DR7VEW Y "r = ;4 -.'AP k"
ESHGW 0 PO6; ELEV. =199.5 1 OA:f 2 "O.aDRIVEWAY �, g �_ X, A`<
T x 2 ?. D IVEWA� °� ,
210x 5 1 t/ 4 r 1 „J x - -- - --
TEST PIT.' -t3 -04 ELEV_ =206:2 � 4. i f ' {aK T % / PROPOSED k }i } \ �qC`' '+ 7 1 TREE TO BE SAVED
\ � �� 1 `\ � PROPOSED LAWN EDGE
FN SANDY LOAM
2� 1 ` / f f ACCESS i �1! i2 "OAF: `` BI BERM BITUMINOUS BERM
0' -6" HORIZON A. FINE SAD L y�y ! `rv; ,. +t
°r'f EQP i T EASEMENT: x7 , , PEOP I ` n. rt4..� , PSIS PROPOSED SUBSURFACE INFILTRA77ON SYSTEM
6' -24" HORIZON B. LOAMY SAND v ?,t.;RY °
/ � �.' ' '' fi O I 'r:1AP i
:;,; <, �m - � PD PROPOSED 8'" SCH 40 PVC DRAIN LINE
24" -110" LAYER C. SAND h� Zf X /r ji„ .. 1 r ic/ 28'Ot% �1 Mme\ % IORQS�D 3„ ✓AY 1�
WEEPING 0 96",• NO REDOX // ' ''Pv:t,P E ,� V ! i0 "OAK .� �, ACCESS s „ ^LE `� �l QN PRD PROPOSED 6" SCH 40 PVC ROOF DRAIN
ESHGW 0 96 : ELEV. =198:2 ;'r0 \ r ' / \ ' t �1 i 2 4i< 209x2 EAS ENT
_ _ _ P r°
7D / - �_� PROPOSED FILTERMITT
r . . , t . 1
--- - - - - -- - - - - -- - - - - - - -: PFFE PROPOSED FIRST FLOOR ELEVATON
-- - -- -
PROPOSED-BIT__CONC. SIDEWALK 24.0'' -'- ' �J9 OF Z(�RIOPOSED B/T CONO- SIDEWALK - 4 p PROPOSED BIT. CONC. ` WATK PTO : EX7I NDED iO tZlLTON R) - PCFE PROPOSED CELLAR FLOOR ELEVATION 1p w www� w w we - --
.ti SEE NOTE 14) PGFE PROPOSED GARAGE FLOOR ELEVATION
- -� - -- -- - B! r, BERM %� -� PROP CURB CUT - B! I'E PROPOSED -� -d13 GUIi`B1jT - ��r T 3 }. n4 /AV INVERT
/ TEMPOJ; ,A-P Y FLOW DIREC77ON ARROW
PROP. BIT. BERM CONSTRUC7i1
/✓ PROP. BIT BERM
RETURN TRACKING PAD RETURN
�/ (ENTRANCE /EXIT) l N 2
il cl
LOWELL W 495 LOWELL STREET
LO
(ASSESSOR'S MAP 61 - .LOTS 52 & 53)
P.A vEo
1 DEFINITIVE SUBDIVISION
r>, .,, ✓ ! BIT. n J 1 v PA ilED � PA �rEID L-
81; W4 K &:T 4i'.ALK GPS P:K =211.77 PROP. BIT. BERM _ U;T WALK �•RItF A: g;T. kVALK DRIVEWAY , B!T WALK' r. t• VIA -- --- --- - %�, ^f t L t.`,K Y - - - -- --- --, URt ,c Y"
-I i- (TU�GfATCFF EXl N
GRAPHIC SCALE
PAVED
!- -�� � � �- SITE C'ONSTRUC`TION PLAN
FOR REGISTRY OF DEEDS USE ONLY ' DRIVEN', ?' f TON PLANNING BOARD
SCALE. 1"--20' LOCATED IN
I, Nook HUSE �'_ LEXINGTON MASSA (7HUSETTS
FEET _ CLERK OF THE TOt,N OF LEXINGTON,
20 0 10 20 40 80 _ MASSACHUSETTS HEREBY CERTIFY THAT THE NOTICE OF APPROVAL OF
THIS PLAN BY THE LEXINGTON PLANNING BOARD HAS BEEN RECEIVED �11�� J, 1 (MIDDLESEX COUNTY
F�..... AND RECORDED AT THE OFFICE AND NO NOTICE OF APPEAL WAS W 50M
5 10 20 30 RECEIVED DURING TWENTY DAYS NEXT AFTER SUCH RECEIPT AND
a METERS RECORDING OF SAID NO TtC SHELUON PREPARED
CORPORATION
GAO&"
m d� umlwhj, r% SCALE: 1 "_ 20' DATE: SEPTEMBER 24, 2013
£OV✓!J CLERK DA 7E P ACHbS
i DECLARE TO THE BEST OF MY PROFESSIONAL ���y�Y A•TTS MERIDIAN
T A
r tee.
KNOWLEDGE, INFORMATION, AND BELIEF, THAT �4 {K a l � 1
THIS PLAN WAS PREPARED IN ACCORDANCE
' W/7H THE RULES AND REGULATIONS OF THE __ -- `� ASSOCIATES
REGISTERS OF DEEDS. ' 500 CUMM NGS CENTER, SUITE 5950 69 MILK STREET, SUITE 302
RE�S^JQNS
NoAa-rl BEVERLY, MASSACHUSETTS 01915 YESTBt>1LOUGH MA,SACHL 01581
Fp a¢ .�� TELEPHONE: {978) 299 -0447 TELEPHONE: (58f't 871-'(,,
DATE.' REV. PER PLANNING BOARD ti /AItDSCf „oy� WWW.MERIDIA ,ASSOC.COM _
DWG NQ 555-SIFE 1 118114 ISSUED SPECIAL CONDIT16NS MAC MJN � PROJECT y
FOR MERIDIAN ASSOCIATES, INC. DATE SHEET NO. J5' OF lO P OJECZ No. JJr. r
XREF.5554-REC (MAI) NO. DATE DESCRIPTION BY CHK'D
- - ^caE- da6b, MUidian 45cx:ays.fn.4l16dNSiesuvcd.
sr� -469