HomeMy WebLinkAboutSD-477-6I DECLARE TO THE BEST OF MY PROFESSIONAL
KNOWLEDGE, INFORMATION, AND BELIEF, THAT
THIS PLAN WAS PREPARED IN ACCORDANCE
WITH THE RULES AND REGULATIONS OF THE
REGISTERS OF DEEDS.
PV1 -3totion:04-7,5.00
P V1 Ele v: 229. 7 0
H.P. Stotion:0+6,3.00
P. Fl 229.34 SCALE- 1 " --4' VERT
H.
- ""-
K-- Value: 12.00 -40' HOR. L[j
24.0' VC 2 0 2 4 8 VER T L-1-1 Ltd Lid
X, *a- a-
V) cf) (i)
C')
(�� r, Q) v 20 0 20 40 80 HOR. V) L'A
In ' r< -0 PV1 Stction:3 +21.75
C, PV1 Elev.-225.67
Q) H.P. Station:3 + 14-25
Q) H.P. El-225.49 c
Lj ev, V) v) cr)
K- Value: 12. 00 IS: [j, LL, z
co (J�
43.8' VC
l-- ud
0_ Q_ cl, Q_ u� _j cf) V) c-)
PV1 5'to lion: '+ 15.88 Q) w U-1
cr_- cr- Q-
cf) Q) PV1 Elev.-227.46
(j C) 11--)
L.P. Station: 7+41.88 (N
(�\,l +
PV1 Stction:2-1-50.00
-lev. CK)
L.P. L� -226.94
K- Value: 26. 00 PV1 Elev.-224.78 _F,_
L. P. 5tction:2+.59 ' 75
52.0 VC I l")
235 '-.P. Elev.-225.11 c-di 2,35 (X) 'If Qo
K- Value: 26. 00
Q) 0_ cl- CL_ r)-
LO Q)
-2.00% 2 ,j % rj� cal r
[,
PROPOSED
LANDSCAPE
230 X c- N 2JO
Z
LO
r ld
EX13TING CENTERLINE LQ Z
OF PA VEMEN T
(CEDAR STATEE7)
1 25%
0. bo
225 — 225
GRADE BREAK 57A = 3 -I-49.247
ELEV = 224°997
220 220
DO rz)
V)
(a) (7j Qs Ld -4� Ld L6 Ld
CN c\1 "N CN (N
--0+25 0+00 1+00 2+00 13+00 4+00 4+47
WINDING ROAD
(SEE SHEET 2 FOR EXISTING LEGEND)
EXISTING COIVTOUI-_�
SCALE: 1 4' VER T MAP 65, LOT 6
PROPOSED CONTOUR
1 "--40' HOR. PETER STAECKER
PROPOSED PROPERTY LINES
2 0 2 4 8 VER T 167 CEDAR STREET
BORDERING VE-GITATED WETLANDS LEXINGTON, MASSACHUSETTS
WF26 WETLAND FLAG Qj REGISTRATION BOOK 922 / PAGE 102*
+
261 0 20 40 80 11-10R.
VVETLAND BUFFER
MAP 65, LOT 5
T. B. R. TO BE REM'0 VED PETER STAECI(ER
PGC PROPOSED GRANITE CURB 167 CEDAR STREET
PBB PROPOSED BITUMINOUS CONC. BERM P 1/7 Ste tion: 0 76.58 LEXINGTON, MASSACHUSE-TTS
V1 Elev: 224. 11 REGISTRATION BOOK 8j4 / PA Gr 14*
L. 0. W LIMIT OF WORK H. P. Sic Lion: 0+64.58
PROPOSED FYL TERM _�< I-( � C)
I TT / LIAX T OF WORK H.P. Elev.-224.j5 __ -, (,\] MAP 65, LOT 4
Value: 12.00 l A ECt-(Ef?
-D GRANITE K Q PETER ST
PROPOS/ MNIFE CURB Or
E 24. 0' VC 777 CEDAR STREET
PROPOSED BITUMINOU,S3 BLrr?lvl + LEXINGTON, i"IIASSACHUSETTS
2JO 0
TION BOOK 1234 / PACE 64*
TEST PIT REGISTRATION it
ROW RIGHT OF W11 Y ( 4q
N cd,
j- "DENOTES DOCUMENTS RECORDED
V v) (7�� MIDDLESEX SOUTH
PROPOSED ROADWAY - i'N AT THL
PROPOSED 'T 1j REGISTRY OF DEEDS.
PROPOSED SIDEWALK CN I _�
LANDSCAPE
ISLAND
17�71\
PROPOSED DRIVEWAY APRON u 7%
00
225 225
STA: TA T1 ON C-) as -LAND COURT CASE 74495 C
PDMH PROPOSED DRAIN &1ANHOLE - LAND COURT CA 5E 74495 D
- LAND COURT CASE 74495 F
PS111fH PROPOSED SEVIER MANHOLE - LAND COURT CASE 74495 G
-LAND COURT CASE 14495 H
PCB PROPOSED CATCH BASIN
CD
DBL DOUBLE 22-0 — 220
E r BUM&
LEV ELEVA RON
Q)
(19 PROPOSED SEMER IVANHOLE 7. THE TOPOGRAPHY, SITE DETAIL & SURFACE M11PROVEMENT'S DEPICTED
OBTAINED ST
HEREON WERE 037�1 FROM AN IND RUMENT SUP, VEY CONDUCTED
'40,
0 PROPOSED DRAIN MANHOLE A" ON THE GROUND BY MERIDIAN A-S,'SOCIATE5, INC. BETWEEN NOVE/111BER
74 AND NOVEMBER 16, 207E
PROPOSED CIA-FGH BASIN 215 — —215
2. T1`-1E SUBJECT PROPERTY /S LOCATED IN 7-1-IE R5,' ZONING DISTRICT.
_EF Qo N,
PROPOSED (DS (VIA, 7 1 QUALITY UNIT)
3, THE SUBJECT PROPERTIES ARE DEPICTED AS LOTS 4, 5, & 6 ON 0
T,'1E_ TOWN OF LEXINGTON ASSE�S,,SOR'S !,.,'AP 65,
4, THE LOCATION OF ALL UNDERGROUND UTILITIES SHOWN ARE
CUT = 286-1- CUBIC YARDS APPROX11VATE AND ARE BASED UPON A PARTIAL FIELD SURVEY AND
FILL = J,98j_� CUBIC YARDS 7+84 1+00 0+00 C011,11PILATION OF PLANS OF RECORD. MERIDIAN ASSOCIATES, INC.
DOES NOT WARRANTY NOR GUARANTEE T/-1E LOCAl TION OF ALL
TOTAL FILL 5,697± CUBIC YARDS =STA:2+07 UTILITIES DEPICTED OR NOT DEPICTED. THE CONTRACTOR, PRIOR 7-0
PENN Y L A NE (WINDING ROAD) COMMENCEMENT OF CONS TRUC TION, SHALL VER1,'-_Y THE LOCATION OF
ALL UTILITIES AND CONTACT DIG SAFE A T 1-838-544-72,33
V-)
5. THIS PLAN DOES NOT -')-HOW ANY UNRECORDED OR UNWRITTEN r-' LA
E,"1,1ST11\JG STONE- WALLS 70 BE f EUSED ON SITE. EASEMENTS WHICH MAY EXIST. A REASONABLE AND L)ILI(,E,"\IT
ATTEMPT HAS BEEN MADE TO OBSEI?VE ANY APPARENT VISIBLE rLl
ZONE: RS USES' OF THE LAND; HOWEVER, THIS DOES NOT CONSTITUTE A
GUARANTEE THAT NO S / UC� EA SE&I-EN E TS EXIST. Z
TE M RE�2L LIRE� EN
LEXINGTON PLANNING BOARD AL_
6. THE ELEVATIONS DEPICTED HEREON ARE BASED ON THE TOWN OF
• LEXINGTON SEWER DATUM.
I1.111N. L 0 T A REA 15,500 5. F
7 A PORTION OF THE SUBJECT PROPERTIES DEPICTED /S LOCATED IN
DA TE:
MIN. FRONTAGE 125- (A, SETBACK) FLOOD ZONE X (AREAS OF 0.2% ANNUAL CHANCE FLOOD; AREAS
OF 17, ANNUAL CHANCE FLOOD WITH A VEPAGE DEPTHS Or LES-3
THEN I FOOT OR WITH DRAINAGE AREAS LESS THAN I SQUARE MILE;
A PRIL 7, 2017
AND ARE-AS PROTECTED BY LEVEES FROM 1% ANNUAL CHANCE
FLOOD.) AS SHOWN ON FEi'1fA MAP No. 25017CO40,3E DATED JUNE 41,
2010.
NUMBER OF DWELLING UNITS SERVED: 9 PPOPOSE9 8. FOR ALL TEA/PORA/?Y BENCH MARK INFORM,1177ON SEE SHEET 2 OF SCA L E.- 1 "=40
WIDTH OF PROPOSED RIGHT- OF VVAI Y: 40' (40' MIN. REQUIRED) THIS PLAN SET
MINIMUM PA VEMEN T WID 77-/: 20' (20' REQUIRED) -1c' - T /V
MAXIMUM GRADE: 4.0 (MAX PERMITTED: 8.) S I E
-
MAXIIIIIUM GRADE WITHIN 75' OF INTERSECTIONS: 2,%' (1,11AX. PER11XITTE-D 27)
PROPOSED CENTERLINt" RADIUS: 150' (MIN. PERMITTED: 150)
PROPOSED RADIUS OF RIGHT -OF -WAY ROUNDING: 25' (MIN. PERMITTED: 25)
LENGTH OF RIGHT-OF-VIA"ll: 447'_+ & 184'_± (ii, V. PERIV11TTED: 650"
OF 12
PROjE T Na
DATE: I
DWG. No. 1 3894
Copyright (D b,, Meridian Associates, Inc. All rtghte reseed