HomeMy WebLinkAboutSD-112-2-1I
SIDEWALK TO TERNAHNAT E AT
I PROPOSED DRIVEW.Ay \
AR ICJ E J. a SYLVIAS.
K OR S TV EDT
END OF
EXISTING WATER
EX.Dyll-E'Alf DRAIN
Q_
.x
BA
Cf
co
141)
c\j
c\j
0 U-) N OD OD c*J
L6 ui c� c6
00 OD fl-
If It
> g > 0
z z CD
CC rr +
C\l
clJ C
-5
d r'_
CD
X
Lt! W
0 a:
0-
0%
t2 I
If 0Rq iN
I
00
+ +
(0 _j Q0
LOT4H-i
OIL TRAP
DETAI L
(NOT TO SCALE)
24-1-0 ,40
26-1-0 27170
G L EE S I D E R 0 A D
C'
0�
1� 0 x C 0 s UC-r C
-rj_,,jCN ARR!LcR
NIESS 2 1
IIACROSS , r R ENC H
L 0 T 88 1
P 0 P 0 s ViAr 114NNO�E� -ro
3,7
iz'n cz
ORA I S EE M;AC C ARTH"( 83, _c3JLLIVAN
R P L A IN B y G
EASE CASC ENGINEERI N INC, DATED MiAY24
D F? A 1 9 1979,
fall RIM= E ISTING
DR A Iii 0
-'NVzIE38'7a 168 17 d E A S E fill E R IIAI = 173.26
PROP NT
X — -;Z- INV= 168.01
�'j
S.Q.N. DRA-fN----p D. R 1�._
EX zop
172. - EX 18 S E W�
209 9 6'
EDGE Z �'?'O?
:m
OF POND LOCA 16" & wi Rc. DRAIN Dy'".
LOCATION MAY
p 19
N D, 1980
PROP. 0 SeMNG (SEE N
C.S. W/OIL TRAP E .4 OT E, 8 LOW) I om FI 4. 4;i7
NT' 11. 95-00 \'\gq F
.,50. 44t
EXi S _N 5-06
T I N G 0� lot F\ PO D
MERVIN D. EX
NOTE:- PRIOR TO CONSTRUCTION, THETHREE KC
DRAIN CROSSINGS OVER THE SEWER LINE T EX,
VIVIA R. /6NCI,+ SHALL BE LOCATED INTHE FIELD IN ORDER S. l?
TO PREVENT ANY DAMAGE TO THE EXISTING
SEWER MAIN. lie,
04
SEWER
f LA U)
0 USE't' c\l 0 00 + CON 00 -- (D
0 rl
a) ci
0 B 0 + rlz ai Lli
oo l8lx larx 6, c*j 't 1` _
V4 NOTE: - PRIOR TO CONSTRUCT-
LO cx) U-) TAPPING %, —
4- ION, THE SIDELINE OF THE +1 rn 41 CD 0- >
ti C\i C\i SLEEVE C) 0 OD >
> EASEMENT BETWEEN STA. d z
TL cP ?-+10 AND 3+65 S HALL BE (0
(D <
It if It PLAN STAKED OUT IN THE FIELD. _j
> > If If if _j
z z SECT. B-B if 11 > > >
SEWER HOUSE CONNECTION 2 Z —Z
z ir
C\l inf
DETAIL w
t WITH VERTICAL r% I ci 6 0 f--:
I_ I a.: d Ir
Z a-
0, a: a_-
W a_
0 0 0 w
a_ w cr x
0- a_ a_
z
O
CLAY BARRIER CLAY
4S__ BARRIER
0 CI 5 R. CI.;,, 1581
C.
R. C. DRAIN 0.40%
0 t115 It, R. C DRAIN
4
0.
+ R.
0,11 15 sl C. DRAIN
N 0.40%
to
to 00 o in
ui CV CM
x 00
W w
If 3 c6
z z V) if
>
iv in U) z > a,) Z
x x
w
Ir
0 BASE 160
a- co
0 0+0= 1+0 2+0 3+0 4+0 5+0: 6+0 :7+0 It
cr
a_ FINISH 27+80
COURSE
20 m Fit, D R A i N EASE E N T T
7
Tt B.M.- SPINDLE OF HYDRANT OPPOSITE HOUSE#25
MAPLE STREET ELEV = 208-13
lk BINDER COURSE 50' -O" NOTE: -SEE ORDER OF CONDITIONS DATED MAY 6, 1980 BY,
— - 18 of I LEXINGTON CONSERVATION COMMISSION.
30 -0 10 -0 t (NO SEGMENT OF THE PROPOSED DRAIN SHALL BE
1'2" GRAVEL BASE CONC.SIDEWALK WITHIN 20' HORIZONTALLY OF THE EDGE OF THE
TYPICAL DETAIL dt I" BIT. CONC FINISH COURSE POND)
I" BIT CONC. BASE COURSE
BIT. CONCRETE 9 -0 4'-0" .4-5'00 4 DENOTES PROPOSED BOUNDS REV. APR, 14, 1981
BERM. REVISED; 7/30/80 REV. OCT. 14, 1980
I :5LOPE 1'/2 B I T COIC FINISH COURSE 11 -
SLOPE 3/8 :3' 1 ASE 'COURSE SLOPE �/87PER_ APPROVED BY: KINGSTON
/8 PER TiT BIT. C ONC'l B'' G
LEXINGTON PLANNING I N(3 L E S I DE
BUILDERS
BOARD.
2 " �GR A E L
4-LON',4 (�'GRA\ CORPORATION
E_
(/4 "LO Pli a SUB - G ZADE A 12 W AY S I UE R OAD F-jl_/-\,N [�.ND PP\OFII"E
G'S
WIATE'R I5-0 OFF ST LINE-4 R 0A'D TO B E iROWNED 3/8 8� �;FF:D S. oc
7D kazt-A- W,'S.YLANID,
E R .51 OFF ST I-It
7-' 6tc P FT.
P a
YNGL_c�IDE ROAD
Cl-
10 0 S, L I
T -5 2 0 27 0 9 7
SANITARY _t
P 0 F Q S E R
0
"7 fC
-js8ol
SS St c"'O N
Y"I C A L b cx�
!j 1 1, U
I A I R t G i C.
DlVi-E:
IN, A' K 4 f c,' S.
6
E
SUBDIVISION
O L
Ln
+
+
to
to
cli
N
OD
C-41 to U-)
00
+ +
(0 _j Q0
LOT4H-i
OIL TRAP
DETAI L
(NOT TO SCALE)
24-1-0 ,40
26-1-0 27170
G L EE S I D E R 0 A D
C'
0�
1� 0 x C 0 s UC-r C
-rj_,,jCN ARR!LcR
NIESS 2 1
IIACROSS , r R ENC H
L 0 T 88 1
P 0 P 0 s ViAr 114NNO�E� -ro
3,7
iz'n cz
ORA I S EE M;AC C ARTH"( 83, _c3JLLIVAN
R P L A IN B y G
EASE CASC ENGINEERI N INC, DATED MiAY24
D F? A 1 9 1979,
fall RIM= E ISTING
DR A Iii 0
-'NVzIE38'7a 168 17 d E A S E fill E R IIAI = 173.26
PROP NT
X — -;Z- INV= 168.01
�'j
S.Q.N. DRA-fN----p D. R 1�._
EX zop
172. - EX 18 S E W�
209 9 6'
EDGE Z �'?'O?
:m
OF POND LOCA 16" & wi Rc. DRAIN Dy'".
LOCATION MAY
p 19
N D, 1980
PROP. 0 SeMNG (SEE N
C.S. W/OIL TRAP E .4 OT E, 8 LOW) I om FI 4. 4;i7
NT' 11. 95-00 \'\gq F
.,50. 44t
EXi S _N 5-06
T I N G 0� lot F\ PO D
MERVIN D. EX
NOTE:- PRIOR TO CONSTRUCTION, THETHREE KC
DRAIN CROSSINGS OVER THE SEWER LINE T EX,
VIVIA R. /6NCI,+ SHALL BE LOCATED INTHE FIELD IN ORDER S. l?
TO PREVENT ANY DAMAGE TO THE EXISTING
SEWER MAIN. lie,
04
SEWER
f LA U)
0 USE't' c\l 0 00 + CON 00 -- (D
0 rl
a) ci
0 B 0 + rlz ai Lli
oo l8lx larx 6, c*j 't 1` _
V4 NOTE: - PRIOR TO CONSTRUCT-
LO cx) U-) TAPPING %, —
4- ION, THE SIDELINE OF THE +1 rn 41 CD 0- >
ti C\i C\i SLEEVE C) 0 OD >
> EASEMENT BETWEEN STA. d z
TL cP ?-+10 AND 3+65 S HALL BE (0
(D <
It if It PLAN STAKED OUT IN THE FIELD. _j
> > If If if _j
z z SECT. B-B if 11 > > >
SEWER HOUSE CONNECTION 2 Z —Z
z ir
C\l inf
DETAIL w
t WITH VERTICAL r% I ci 6 0 f--:
I_ I a.: d Ir
Z a-
0, a: a_-
W a_
0 0 0 w
a_ w cr x
0- a_ a_
z
O
CLAY BARRIER CLAY
4S__ BARRIER
0 CI 5 R. CI.;,, 1581
C.
R. C. DRAIN 0.40%
0 t115 It, R. C DRAIN
4
0.
+ R.
0,11 15 sl C. DRAIN
N 0.40%
to
to 00 o in
ui CV CM
x 00
W w
If 3 c6
z z V) if
>
iv in U) z > a,) Z
x x
w
Ir
0 BASE 160
a- co
0 0+0= 1+0 2+0 3+0 4+0 5+0: 6+0 :7+0 It
cr
a_ FINISH 27+80
COURSE
20 m Fit, D R A i N EASE E N T T
7
Tt B.M.- SPINDLE OF HYDRANT OPPOSITE HOUSE#25
MAPLE STREET ELEV = 208-13
lk BINDER COURSE 50' -O" NOTE: -SEE ORDER OF CONDITIONS DATED MAY 6, 1980 BY,
— - 18 of I LEXINGTON CONSERVATION COMMISSION.
30 -0 10 -0 t (NO SEGMENT OF THE PROPOSED DRAIN SHALL BE
1'2" GRAVEL BASE CONC.SIDEWALK WITHIN 20' HORIZONTALLY OF THE EDGE OF THE
TYPICAL DETAIL dt I" BIT. CONC FINISH COURSE POND)
I" BIT CONC. BASE COURSE
BIT. CONCRETE 9 -0 4'-0" .4-5'00 4 DENOTES PROPOSED BOUNDS REV. APR, 14, 1981
BERM. REVISED; 7/30/80 REV. OCT. 14, 1980
I :5LOPE 1'/2 B I T COIC FINISH COURSE 11 -
SLOPE 3/8 :3' 1 ASE 'COURSE SLOPE �/87PER_ APPROVED BY: KINGSTON
/8 PER TiT BIT. C ONC'l B'' G
LEXINGTON PLANNING I N(3 L E S I DE
BUILDERS
BOARD.
2 " �GR A E L
4-LON',4 (�'GRA\ CORPORATION
E_
(/4 "LO Pli a SUB - G ZADE A 12 W AY S I UE R OAD F-jl_/-\,N [�.ND PP\OFII"E
G'S
WIATE'R I5-0 OFF ST LINE-4 R 0A'D TO B E iROWNED 3/8 8� �;FF:D S. oc
7D kazt-A- W,'S.YLANID,
E R .51 OFF ST I-It
7-' 6tc P FT.
P a
YNGL_c�IDE ROAD
Cl-
10 0 S, L I
T -5 2 0 27 0 9 7
SANITARY _t
P 0 F Q S E R
0
"7 fC
-js8ol
SS St c"'O N
Y"I C A L b cx�
!j 1 1, U
I A I R t G i C.
DlVi-E:
IN, A' K 4 f c,' S.
6
E
SUBDIVISION