HomeMy WebLinkAboutSD-426-62401
234
2221
RATUA ELEV
210.00
PROP05W SPLIT RAIL FENCE
BASIN -G (2) 40' LONG SECTIONS, -10' BENCH
PROPOSED HYDRANT ) APART ALONG TRAIL HEAD. tom_
WITH 6" GATE VALVE > Z3� 240.0 - ' -`-- -
$UiLDiN
� SI'r 3 42 O / \ � x226.0
tv t=1 E 2
BASIN -$ \
26 d1s A \ ` COMMON OPEN SPACE / �. a 4� p 8
2 +4
t0 N h �� 1� % , , STONEDUST FOOTPATH a a
HIP
N 0 a n Y f W C a �� 0 BENGI f
ETdC 5MH-3
7H =326:0 6 5 SMH -2
I STORY a°5a 4 iN -D
BW =z2a.0 ` o
,`
226.0 C4 \ qa G v G
LIP 2:26 5 h! zp,
BH =222.0 �`ti)fi46' �� cp`Y % 1,tJ
fl.�3 sr$ ' RELOCATE EXIST.
HYDRANT
���3 °' / / / Y �p b• S 4SIN- 5) POLE
C tp RELOCATED HYDRANT
WITH GATE VALVE,
z2� p SMH c9.s / CONNECT TO EXIST.
TW2t6 e?� � j i 8" WATERLINE!
PROPOSED TREELtNE (TYP) TW224:0 � _ 2�9 (PRIVATE-40' NODE) O
4' HIGH FIELD STONE BN^t220. k3gSIN 2 f
RET. HALL (TYP)
SAHCUT AND MATCH
LEVEL SPREADER 2�$.7 2 EXiSiTNG PAVEMENT
AT BASIN OUTLET'- MATCH EXIST. CURB
(SEE DETAIL) a $,
7
GONNEGT TO EXISTING BENCH
SEWER MANHOLE
1 =224.30 ADJUST RIM STONE DUST FOOTPATH TVV2240
TO FINISHED GRADE
BW220.0
LOH POINT ELEV = 228.94 _ _ _ .ClanN•
LOH POINT STA = 3+58.99 SCALE.° 1" = 30' CO -1
PVI STA = 3+52.9"1 R= 229.50
PVI ELEV = 228.80 PROPOSED DRIVEWAY 1= 224.50 12
A.D. = 2.38 1= 224.50 12
K = 21.03,
50.00' VG CO -2
O R= 228.40
s 1= 224.50 12
44
EXISTING ROADWAY; y+. 6 ? 1= 224.50 12
s rs t-s un� "m
+ iq I < x n
U to (�V .0 � t++ c�Y � N a � } " ��fN C 1 QC BASIN -1
rya cii Vii m cIi to i0 w 1= 224.00 6"
N++w UV tV4n UV �.
- n > > 1= 224.00 fi"
to NO JN ct) >X 6" PVG FROM APPROVED BY BASIN -2
LEXINGTON PLANNING BOARD
w UNIT 2 1 =224.00 6"
I =226.90± 1= 224.00 6"
/ N PVG FROM
U
UNIT 4
1 =221.0±
z fK v" PVC FROM
UNIT 3
VIVO
7. 8
sco. ty% 12" HOPE TO G0-1
/ � 8" GLD4 ViP`TER '
6" PVC FROM UNIT I
6" PVG FROM 1=226.'10 ±'' DATE
UNIT'T 1 =225.0± 6" PVC, FROM UNITS
NOTE: 12" HDPE TOGO -2
f ELEVATIONS SHOWN IN PROFILE �- Doom A?, Ctvv�EJ� CLERK OF THE TOWN OF
CONNECT TO EXIST. LEXINGTON, MASSACHUSETTS HEREBY CER77FY THAT THE N077CE OF
ARE EXAGGERATED IO TIMES HATER SERVICE APPROVAL OF THIS PLAN BY THE LEXINGTON PLANNING BOARD HAS
FOR CLARITY BEEN RECEIVED AND RECORDED AT THIS OFFICE AND NO N077CE
OF APPEAL WAS RECEIVED DURING THE TWENTY DAYS NEXT AFTER
SUCH RECEIPT AND RECORDING OF SAID NO77CE.
TOWN CLERK DATE
FROM STA.
TO STA.
TANGENT LENGTH, BEARING
CURVE
0 +00
3 +06.92
306,92' N 27'31'13" W
- S PROPOSED SEINER SERVICE
3 +06.92
4 +08.46
1 L =101.54', R= 120.00' A = 48'29'00"
4 +08.46
5 +31.92
123.45', N20'57'48 "E
0 SMH PROPOSED SEWER MANHOLE
e4ARK E Street Layout and Profile Plan
CIVIL HAZEL ROAD .�
NO 38189
LEXINGTON, MASSACHUSETTS
MQUIRD O ERS.• PREPARED FOR
ELLEN & JOHN A. SHARKEY P a
13 HAZEL ROAD NORTH SHORE CONSTRUCTION AND DEVELOPMENT, INC.
LEXINGTON, MASSACHUSETTS
SCALE: AS SHOWN DATE• MAY26, 2004
ELIZABETH M. WEISS ' � `dImx 3
l8 EST ROAD ; J( B / q T LEXINGTON, MASSACHUSETTS 't: E 1\ j I A ( �{
I
W' - PROPOSED B" WA7FR MAIN
i
- ET&C- PROPOSED TELEPHONE, ELECTRIC AND CABLE
- S PROPOSED SEINER SERVICE
-D PROPOSED DRAIN LINE
Sc STORMCEPTOR UNIT
• CO CLEANOUT r
0 SMH PROPOSED SEWER MANHOLE
PROPOSED HYDRANT
HDPE HIGH DENSITY POLYETEHLYNE
I INVERT
- D - PROPOSED DRAIN
1
PVC POLYVWnCHLORIDE
PROPOSED RETAINING WALL
CLD1 CEMENT LINED DUCALE IRON
✓'� GV PROPOSED GA 7F VALVE
BCB B17UMINOUS CONCRETE CURB
SGC SLOPE GRANDE CURB
-238= PROPOSED CONTOUR t
X 224.0 SPOT ELEVA770M
HP HIGH POINT
LP LOW POINT
1
RIM AND I
INVERT SCHEDULE
SC -1
R= 228.50 i
"
HOPE FROM SC -1 1
1= 225.10 12" HOPE TO CO -1
"
HOPE TO BASIN -1
SC -2
R= 228.75
1= 224.80 12" HOPE CO -2
"
HOPE FROM SC -2
"
HOPE TO BASIN' 2 S
SMH -1
R= 229.10
1= 225.42 8" SDR35 PVC FROM FROM SMH -2
1= 225.42 8" SDR35 PVC FROM TO ESMH
HOPE INLET
1= 225.42 6" SDR35 PVC FROM UNIT 6
HOPE OUTLET 1
SMH -2
R= 231.20
HOPE INLET 1
1= 227.05 6" SDR35 PVC FROM UNIT 3
HOPE OUTLET 1
1= 227.05 8" SDR35 PVC TO SMH -1
EXISTING SEWER MANHOLE
R= 229.5±
1= 224.30 8" SDR3a PVC FROM SMH -1
3
a
f
1
i
{
s
DEFINITIVE SITE DEVELOPMENT PLAN
FOR A SPECIAL RESDENTIAL DEVELOPMENT
HAZEL ROAD
OF
MQUIRD O ERS.• PREPARED FOR
ELLEN & JOHN A. SHARKEY P a
13 HAZEL ROAD NORTH SHORE CONSTRUCTION AND DEVELOPMENT, INC.
LEXINGTON, MASSACHUSETTS
SCALE: AS SHOWN DATE• MAY26, 2004
ELIZABETH M. WEISS ' � `dImx 3
l8 EST ROAD ; J( B / q T LEXINGTON, MASSACHUSETTS 't: E 1\ j I A ( �{