HomeMy WebLinkAboutSD-20-7L .C. C. 16684 (' DRIVEWAYS
LOT 182 LOT 183 LOT 184
11 R =65.00'
ti
rn Il= 180,pp`00 vpy0, 1/16 SEND rs "- r2 "R.CP. k20 e
DIVEWAY 5 =0.095 20
- 6110'7 R =ro p= 33 -5i -07 L =32 0 HYD
`L =IO' S.M.H. -5 t 9.00 I WS DRIVEWAY HYD.., v - - S OO -30 -56 E 8 - S 00 -30 -56 E 1 1 8.53 3� �`• ad ` O
T 4 <,. R =196, S B : _ WS SS. C.B.-3 1 6� yN SS 6'6V-L x`.20
L ®1 181 - L-� 6°6Y 9, rT L =25 `r PRC 054.04 ;`96. D:M:ti. -23 y8�nr iiF- CB t0 _ 20' , . O-'
O 8' R= ,> `;O- 25. /16-__B ND_
3i' .. 4` C.B.-S- 8x6 R =iZ4 .. ..8.
WS- " S 20-1e RCP S- -0.01 3"x6 "TEE -SS--'
B -1 18•x4 W .. 5g - P.T. ...e0 S.M.K -9 it END
0 SS S.M.H. -& 5+0 P" +` - D o y'
N D g00;�=20'S 1224L59 + 01.59
IS' =0.01 RCP- „ END INT. +66.50 40.70 - S.M.H. -26 CE -4 R�00`,<�$ 1-6 -1I (NOTE:CU RB INLETS TO BE INSTALLED -
5 =0.0t -1 +94.02 +34.0 =224 DMH -20 DMH-21, IBS- I2'RCP `.° <= ,�- BEHIND ALL CATCH BASINS.) -
_L.B: -2 s 128 --L- S.M.H. -T 10 _41, S =0.05 R= 30',V-52'.
NOO -30 -56 W 302.32' 20'- 12 'R.CP. N 00 -30 -56 W 149.00'
S =0.045 45' -i2 "RC
2 S =0.055 CONC, ENCASEMENT
HANDICAPPE 0U' DMH-24 - ON' SEWER
..
RAMP r. (5 HYD.
-, a"x 6 ",EE o: G N/ F N/F
N/F N/F N/F N/F �� 6 "GV - MAZER TIERNEY
p DMH 40' -12 °RCP
WHITE KASSLER & SNUGG MCNEFF SHERMAN �` S =0.04
CB-6 's CB -12
M 7' -fe RCP -O(>t g' 0-7 =12 °RCP
rn S =0.010 D, N S =.0,010
_ _ o
1/8 a 1/16 BEND
LOT 179 SMH 3
5' WIDE
SIDEWALK 3.
DMH-26 N
3 m L =48.70
R=25-00
° O n h°a' boo o M t� co A= If I -36 -03
i m
v N my o o LOT 17 8
v
z aH -z7- W = ¢P o L =3.61
ow o� G Il= 00 -19 -46
U> 4 -IORCP �+) os „"� O o EXIST. C -8:
Fo
S= 0.010 ,u o> RIM = 256.57
EXIST. S.M.K. m tOL 2-8"PVC 0� INV.= 253.4 =.
5 =0.040 L =54' �- o
RIM= 265 -09 HAN ICAPPED - ��• m R =627.93
INV.= 254 -33 RAMP $ 01 -50 -00 W P - %4-09 45.50
EXIST. PROFILE (R) - DMH -2s -
soa -00
8v
S R =30' L=44' 'a
EXIST. PROFILE { ) ��� �� a "AC. fa' -12"RC s, 0 S
S= 0.040
EXIST. PROFILE (L) � z RIM =2639
\
o> 1".4V = 2524 EXIST C.B.
_ RIM = 256.63
�- - INVAIN) =25341
r-o i INV.(OUT)=25L4t
m PLAN EXIST. S.M.H INY.:(IN)td. =25340 H_j ° RIM = 258.70
Q> INV.= 253.16
- -- - -� SCALE - 1 "=40 U INV. =24TOO
' \
\ � fa
SM. m L124'- 12"RCP
szoOlo
- 0.54 °fo \ CUT IN NEW M14. 17' -I2 "RCP
i / \ S =O.ofc
8 418 "TAPPING SLEEVE
\ AND VALVE
} v
290 \
155 =f2`RpS =O.Of
Ncj
I c OD
5 . i!)Q' 1hl`
to N . 'NN 1
8 "`'VC W;�q WW
NVV I 1 NNo
SD^ �; \ - z
rr 35 c _ +n Z m g QD Z
t ''1-3 - (111Y _ _ Ci.�- o NN r- Q
aj2E
at N O 55'-4 RC0 ,n ao 00 m g� U:
�, O O ! S = 0. 0; I x+ t !h 0 o U .�- Oi �
£ 9 co N w O
Q N N �'r N .. i N s. ,� WI a) Qi
N1+ .N z G + G Ks Q ��, .r W W
281.!E#
�I= O N N
it, Q)g) ,OK)W np E/\ pit �1�;> \ ;jN Q MKS Q1� X W Qt7,r .1
d5 0) NG _ I INN ` � [n'fY Z z \ t?b'�)7 ¢0'S N ' V) V (Din a -
N/F
GRAHAM
ROADWAY 4- !INFORMATION
FROM STA. 0 -0 TO PC, STA. 00 +25.00
S 88-09- 56 E 25. 00'
FROM PC. STA. 00 ¢25.00 TO PRC. STA.00 +87180
A = 32 -07 -32 , R = 112.00'. L= 62.80, T= 32.25
FROM PRC STA. 00+ 87.80 TO INT. STA. 2 +37.00 -{ -+0)
L=76-19-39 , ri = 112.00, L= I49 ;2O'.T =88.02`
FROM STA. 2 +37.00 TO PRC STL,.3= 54.04
L =59 -52 -19 . R =112.00`, L= I I7.04 ,T= 64.50
TOTAL - FROM PRC STA.00- •87.80 TO PRC 3 +54.04
A= 136 -11 - 58,,�i 12.00`, L= 266.24 ,T= 278.6C
FROM {a FRC STA.3-'54.04 TO PT. STA_ 3 +62.90
= 04 -32 -I I , R =,12.;D L= 8.87', T= 4.44'
FROM PT STA. 3 °62.90 TO PC STA_ 4+40.70
N07-4Z-i`5 A 77.80'
FROM PC S A.4 +40.70 TO PT. STA.4-66.80
L= 07 -;I -19 , R =208.00',L =26.10',T= 13.C7
FRO(I PT. ST',.4• -66.50 TO END STA. 5 +9 -+.02
;v OC -30- 'S 127. 22'
FROM it ;NT. PC. STA. O -0 ( STA 2 -37 00) TO P T. 0 +79.59
T = 4 L 56'
FROM P.T. STA.00-79.59 TO END STA.2 +01.59
S Ov -30 -56 F 122.00
EXIST. PROFILE (L)
EXIST. PROFILE (t)
EXIST. PROFILE (R)
[y (y \
.--
O) �j j I+ ` GY �4j.� �, A , NN:, S6 cf3 -co N N a- Y � N O d
�>> �c -Z @ \�'9` + \ " ,I N.NZ'7 1 „., Q 7 (%j u JII.
Z Z UJ e� �-
O - I KS cj t- O w (�. r%S 2� ZI II fL Z? O a Z Off z z O 010
,n ¢ a sas s I - t AV en (( �t
t < N!!` ft, flE '. N aN '� . \ cf r N N N
+ �c t 0 0
t0 to K) cM- 0
i W yyc ' \ 007 r cL' -
= 1 - - SE( i x K; zr a N N I 'x _ N„ O j f� m m
p y - ZZ
gm> I g0 I (� \ in '7i �1 , ^1^ N z n „ ^ -1 N 00
i 0i it Z 1 A ! B'py` OD \ N �,, ,$ I N r 00 Jj - v O cr z � �' > >
i ,?)0 ; 8 o \ ' N N� ,r ®,0 to M O O > > - O - Z Z
} } .. Y);y Sg ' \ \ t = ,r it c')iI VJ,. , / - tti3 In + Ri 0 � Z Z 2` �» O LL ._ -
270 � .,,fe C: A\ v{ �g>:mi2» mNN O NN
pry Ti W u - k�
i '.Q t1-.. -F- s� Z' Z Z ^r N N �8O
N 6,' nx- IU1� -- N" cYO it > O
O O <� 6 It 2
V m tL ° Z O O /OQ �,� 5' /2 q+ - I N z n W fb N + tv j BONN I Z�j +� 3: t -0� -0042. �'�� r} r� _ "--° a)(o a v + O °)�
Wei NN (L
N� A r✓ cD F �� a >>
4011 4r zZ
te 2c
e ,t h. t� U3 M V I ��
t g i ?> $1 yrs ,ri N m O O
II¢ =1 cvc,u„ G w I- \ \ fa cc
t31i O ex n r0 N N N N A' C x 0 y 07
W°,' N(p� 0(O. „ C\j s t2 -00 ° \ g ro
NLOC -W N L) t- tr t0 t� F N S� 1, N
1 - �hN - f-N N " _
-N t, N ^, �W
�» Z a n..- N ,�. N. " t- 0'43&
O W? Z- W -i- ! } Z
r� //yy
26V �' ZO ZC O 00
I e`r ON
g „
= -O =
,xi (o
>; >> 0N� SQ 270 + z>
Q 7> Z co O Z W f ��N BOSS Z
cs 200' V, C. m NNZ�
W
�Z Z 45,_48": 25s-48' 4- >
a) 156V.C. RC BOX RC BOX J [�
N v U 5= 0.010 S =0.010 - -
W - U to 0 f) - to to
M o: a > a O ~ > M 1- 0 t4 ~ > r
0, a 1 P• ? a:- d II N a 0 M OD
N ^ ^ ^ r` 1 _ N a 1 (D - U (J N , N ^ N N
CD K) to (L) (0 in +a) G 0 M M N N M) 0 to 0 m- C\l - cli ,� f
0 0 O - 0 �' (P 0 O in m - - t0 0 0 Or y ^ W
ti ti P h N (D r - ro - O
ro f*i to a3. r N °' O o) ai ° ° y o ci m r` W `*' ai t° ao 'o (o 0 v `° °° -
cli N fl: d' 0 M 0 M W W 0 W (O O b r
0 a) 0 B) 0) 0 4) W W W W W W F W I- W N W N N h W ti W W ai W CO W ri W W 7 N O M M to M ap - 00 O ;O W W.
(D m N N N N N C4 N N N O N O N N N N N N (0: N fo N t0 t0 N t0 0) N � O N 0 4) N O N 0) 10) N N
(\ N N -° N N ,� N N N N- N N N -� N v IN CM N -� N N N ..� N -� C4 cli - W N C4 N 9 G f1 N N N� N N N� N N J
1.J 6.+0 +50 +20 5 +0 +75 +50 +25 4 +0 +75 +50 +20 3 +0 +50 2 +0 450+40-25 1 +0 +75+60+50 +12 0.0 PROFILE CG,..1V7Id 0v0 +12 ' +50 +62 +75 1-0 +25 +42 +50 +01-59
BASE ®250 SCALE: HOR. I 40' BASE =260
VERT. I " =4'
07- 2329.0 DWG. N0. 1312.03
LEGEND
A. C.
ASBESTOS CEMENT"
C. B.
CATCH BASIN
CONC
CONCRETE
D.M.H.
DRAIN MANHOLE
S.M.H.
SEWER MANHOLE
G.V.
GATE VALVE
HYD.
HYDRANT
- D-
DRAIN LINE
- S -
SEWER LINE
-W-
WATER LINE
R.C.P.
REINFORCED CONCRETE PIPE
C.L..D.1.
CEMENT LINED DUCTILE IRON PIPE
P.V C
POLYVINYLCHLORIDE PIPE
INS
WATER SERVICE
SS
SEWER SERVICE
GRANITE CURB
GRANITE CURB INLET
C.L.F
CHAIN LINK FENCE
NOTES:
ALL UNDERGROUND UTILITIES WERE COMPILED FROM
AVAILABLE RECORD PLANS OF UTILITY COMPANIES AND
PUBLIC AGENCIES AND ARE APPROXIMATE ONLY, BEFORE
DESIGN AND CONSTRUCTION CALL " DIG SAFE ". 1 -800 -322 -4844
ALL ELEVATIONS REFER TO N.G.V. D. OF 1929
ZONING D1STRICT� RS ,ONEFAMILY RESIDENTIAL DISTRICT
THIS FA,1,4 IS SOgaECar To A, •DA JULY 11, 13�to-
1360�- ._.- PA61F
I , CLERK OF THE TOWN OF LEXINGTON , MASS.
HEREBY CERTIFY THAT THE NOTICE OF APPROVAL
OF THIS PLAN BY THE LEXINGTON PLANNING BOARD
HAS BEEN RECEIVED AND RECORDED AT THIS OFFICE
AND NO APPEAL WAS RECEIVED DURING THE TWENTY
DAYS NEXT AFTER SUCH RECEIPT AND RECORDING
OF SAID NOTICE.
u
A E TOWN CLERK
APPROVED BY
LEXINGTON PLANNING BOARD
z
r
DATE
SUINISET RIDGE
LEXINGTON MASS.
LAN PROFILE
(,-UNSE i RIDGE
SCALE AS SHOWN ;LAN. 24, 1986
D,PItTw"
REV. APRIL 4, 1986
BSC F - FOR REv MAY 9861986
LAND SURVEYORS CIVIL !ENGINEERS
t' F V 18 NORTH ROAD BEDFORD, MASS.
A DIVISION OF BOSTON SURVEY CONSULTANTS
SHEET 2 OF 5 SHEETS
1-18 - ®1V ZD