HomeMy WebLinkAboutSD-429-2NOTES:
1. CHAMBER LATERALS SHALL BE 6" PVC SDR 35 PIPE.
2. FILTER FABRIC SHALL DRAPE AROUND SIDES OF BED.
INSPECTION PORT AT CENTER OF EACH LINE TO
BE SET TO GRADE. SEE DETAIL.
/ USE CULTEC 6" PVC COVER IN UNPAVED AREAS.
PROPOSED GRADE 192 -194±
/{6" PVC RISER (TYP)
SELECT 11
Fit CULTEC 410 FILTER FABRIC
/ 3" PEASTO E FILTER
187.8
6" INLET 185.3
ON CENTER o
(TYPICAL) Tl ESHWT =1$2.3
3/4 " -1 1/2" STONE _- - -- - -- -90' TP 3
2 ROWS 40' LONG CULTEC (40 UNITS TOTAL)
RECHARGER 330 HD AS MANUFACTURED BY CULTEC,
INC., 878 FEDERAL RD. BROOKFIELD, CT., 06804
(203) 775 - 4416.
INFILTRATION BED SECTION
f fl"
0 0 C
PLAN VIEW
L CONCRETE: CUA PSI MRR AFTER 9 GAYS.
2. ALL DESIGNED TOR H- T PER NG- CT227 -93.
3. DESIGNED FOR H -20 LOADING.
4. TONGUE & GROOVE JC*ff SEALED WfiFi BUTYL RESIN.
NOT TO SCALE
(3) DRAIN MANHOLE FRAMES &
COVERS WITH 3' DA RISERS
/ STANDARD. RAISE TO GRADE
12' PIPE (OUTLET)
r�000 =�
{4(j 12' INA ORIFXE (3j
SIDE SECTION
COMMERCIAL LINE
SEDIMENT & OIL SEPARATOR
1500 GALLON TANK
WATER QUALITY INLET
N.T.S
RAME & COVER
MIN. OF TWO COURSES
OF OF TO ADJUST TO
GRADE
CLASS III CONCRETE
IIN RING ENCASEMENT
4' -0' DIAL WELL
TILE COVER
V'P/C, SCH 40
INSPECTION COVER DETAIL
NOT TO SCALE
12'
L
S=
.,
(1
SPE
-0 N SEE NOTE 4�
L
�
) SHEA
- 3.0' J 3.2' 3.0'-
LONGITUDINAL SECTION
ROOF LEADER
PVC ADAPTER
LSOLID - INVERTED
WYE WIRE GUARD
H BLOCK
6" HEADER
4'x6" INCREASER
6" 1/4 BEND & 6" PERF
PVC BEYOND
DOWN SPOUT CONNECTION DETAIL
NOT TO SCALE
BENCH MARK
SPIKE SET 1' UP
UTILITY POLE NO. 7
ELEV.= 189.13
PC 6+26.4, 14.81
SUMMER STREET WORK LIMIT
(
f
BITUMINOUS
r
CLASS
COM
.
CONC.
CONCRETE
g�rr
DEPTH OF HOLE
DIP
DUCTILE IRON PIPE
F.F.
FIRST FLOOR
189x40
GAS GATE
LJ
GROUND ELEVATION
LIj'
U
OHW
OVERHEAD WIRE
z
POINT OF CURVATURE
NN)
POINT OF TANGENCY
PVC
POLYVINYL CHLORIDE PIPE
RCP
REINFORCED CONCRETE PIPE
RET
N f
S
SLOPE
UP
UTILITY POLE
BOW
BOTTOM OF WALL
CB
CATCH BASIN
DMH
DRAIN MANHOLE
DS
DOWN SPOUT
G.F.
GARAGE FLOOR
U
188x 70 _`
SMH
U)
12'
0 +b
O
TOW
:.
+
(TYPICAL)
WCR
WHEEL CHAIR RAMP
WQI
WATER QUALITY INLET
7
SPOT GRADE
GS
GAS SERVICE
GV
GAS VALVE
HYD.
HYDRANT
SS
PT 8 +56.2, 44.81 3 -WG'S
CL 8 +66.24 SUMMER ST=
' CL 0 +00 DRIVEWAY
WATER QUAL
INLET 1
LEGEND:
B.F. BASEMENT FLOOR
BIT.
BITUMINOUS
CL
CLASS
COM
COMMUNICATION
CONC.
CONCRETE
DH
DEPTH OF HOLE
DIP
DUCTILE IRON PIPE
F.F.
FIRST FLOOR
GG
GAS GATE
GND
GROUND ELEVATION
GW
GROUND WATER
OHW
OVERHEAD WIRE
PC
POINT OF CURVATURE
PT
POINT OF TANGENCY
PVC
POLYVINYL CHLORIDE PIPE
RCP
REINFORCED CONCRETE PIPE
RET
RETAINING
S
SLOPE
UP
UTILITY POLE
BOW
BOTTOM OF WALL
CB
CATCH BASIN
DMH
DRAIN MANHOLE
DS
DOWN SPOUT
G.F.
GARAGE FLOOR
INV
INVERT
SMH
SEWER MANHOLE
TEL
TELEPHONE
TOW
TOP OF WALL
(TYP)
(TYPICAL)
WCR
WHEEL CHAIR RAMP
WQI
WATER QUALITY INLET
121x3
SPOT GRADE
GS
GAS SERVICE
GV
GAS VALVE
HYD.
HYDRANT
SS
SEWER SERVICE
NG
WATER GATE
WS
WATER SERVICE
_ 0 +00
0 +50
F- I.
1"=20' HOR 1"=4' VERT
1 +00
PC 9+06.4, 15.01
190 1�
180 1E
170
1+50
17_
0 +00
106.-76
- -1
I
I
INV.=
ii
DS (TYP) /S 1 -- ---------------- - - - - ->
INV. =191. `I CLERK OF THE TOWN OF LEXINGTON
HEREBY CERTIFY THAT THE NOTICE OF
UNIT 4 I J93 APPROVAL OF THIS PLAN BY THE
F.F= 194.5 I 2 PLANNING BOARD HAS BEEN RECEIVED AND
INV. = 190.5 i '� 9 ,
B.F. =186.0 �� 'off, RECORDED AT THIS OFFICE AND NO APPEAL
G.F. -192.0 Q I , �Q� ��O ; DMH 2 WAS RECEIVED DURING THE TWENTY DAYS
%'� O � RIM -192.6
Of I INV.= ,'\�,F`o 1; ' INV.= 187.8 NEXT AFTER SUCH RECEIPT AND RECORDING
1 188.8 % 0� , _ - _ - _ _ OF SAID NOTICE.
i
INV.= INV.=
189.3 189.0
INV.=
r^ v, L 1:" _. INV.= 1$9.0
DRAIN iz
a o HYD. / 18s.3 DATE TOWN CLERK
-
- - --
0++00
f
DIP W ER --
0
MHf 1} '
PT 8+76.2, 45.0'U
186x1 &9
yA
>
Ld
U
SMH 2
1 188.5 188.8
z }
i
a
L s'185}c+ 1
+
0')
- -
-y- --
=
- -- - ---
--T-- 12_ -1/0
x
WOR
LIF I h!
U
1
0 1 185,£18
DRAIN .
IDS 9.0
1
f
f
`Lv
5 f
'
S 1
185x01
I
APPROVED
R.,:,
a.V
I
I
S I 1
f T-
r
f o
r si
�
z
z
°_0I
ii
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};
{s .
_
n,
.:
>
190 1�
180 1E
170
1+50
17_
0 +00
106.-76
- -1
I
I
INV.=
ii
DS (TYP) /S 1 -- ---------------- - - - - ->
INV. =191. `I CLERK OF THE TOWN OF LEXINGTON
HEREBY CERTIFY THAT THE NOTICE OF
UNIT 4 I J93 APPROVAL OF THIS PLAN BY THE
F.F= 194.5 I 2 PLANNING BOARD HAS BEEN RECEIVED AND
INV. = 190.5 i '� 9 ,
B.F. =186.0 �� 'off, RECORDED AT THIS OFFICE AND NO APPEAL
G.F. -192.0 Q I , �Q� ��O ; DMH 2 WAS RECEIVED DURING THE TWENTY DAYS
%'� O � RIM -192.6
Of I INV.= ,'\�,F`o 1; ' INV.= 187.8 NEXT AFTER SUCH RECEIPT AND RECORDING
1 188.8 % 0� , _ - _ - _ _ OF SAID NOTICE.
i
INV.= INV.=
189.3 189.0
INV.=
r^ v, L 1:" _. INV.= 1$9.0
DRAIN iz
a o HYD. / 18s.3 DATE TOWN CLERK
-
- - --
8 CL 52
,r-PVC
DIP W ER --
GV
- - --
1+0
UNIT 3
_ z Imo•= F.F =194.5
Q I 188.2 8.F.=1 85.0
I `PLUG 1 +46 G.F. =192.2
1
PATIO
yA
IN ACCORDANCE WITH A CERTIFICATE OF ACTION DATED
-- ----------------- AND RECORDED HEREWITH.
IN ACCORDANCE WITH A COVENANT DATED
-------------------- AND RECORDED HEREWITH.
IN ACCORDANCE WITH A SPECIAL PERMIT DATED
CB 1
FR
SMH 2
1 188.5 188.8
______ - -_- AND RECORDED HEREWITH.
- -
-y- --
- - - -
GAS
- -- - ---
--T-- 12_ -1/0
U
�L= 47.26'
DRAIN .
IDS 9.0
000
R 30 00=
- -
-
(TYP)
APPROVED
I�
I
I
z
z
°_0I
ii
1 U
Oi
a I
O
I
NI
_
_ --
w i
I
UNIT 2
I
;
UNIT
t'
F.F =193.0
_ --
B.F. =184.5
F.F =191.5
-
;
G.F.= 191.0
F
LEXINGTON PLANNING BOARD
B.F. =181.0
4
if
G.F. =190.0
DATE
w Iz
v
DECK PATIO
DECK
t
�j
I
PATIO
_
c0
I DMH
^0
1
FEET 0 10 20 40 60 80
METERS 0 5 10 15 20
227.69
- �I
DEFINITIVE PLAN
3
Ref. No. 2.4.6.3.e and 2.4.6.3.f
Sheet Title.
DRIVEWAY & UTILITY
PLAN
0 +50 1 +00 1 +50
DRIVEWAY PROFILE
1 " =20' HOR 1 " =4' VERT
uarive/
NOTES:
1.) SEE PROPERTY RIGHTS PLAN FOR REFERENCES.
2.) NOT ALL UNDERGROUND UTILITIES ARE SHOWN. UAI'lity Plan
BEFORE DESIGN AND CONSTRUCTION CALL "DIG
SAFE" 1- 888 - 344 -7233.
3.) VERTICAE DATUM USED IS N.G.V.D. 1929. SEE SITE
CONSTRUCTION PLAN FOR BENCH MARK DESCRIPTION. CURRAN CONSTRUCTION CO, INC. Developer
4.) THE LOCATION OF UNDERGROUND ELECTRICAL AND 8 Stone Post Rd., Salem, NH.
COMMUNICATIONS CONDUITS ARE NOT SHOWN. THEIR LAYOUT
WILL BE DESIGNED BY BOSTON EDISON ENGINEERING
DIVISION AND ANY REQUIRED EASEMENTS SHALL BE
GRANTED BY THE DEVELOPER. GUIDELINES, Inc. Planner
5.) ALL UTILITY IMPROVEMENTS SHALL BE IN ACCORDANCE Land Planner /Landscape Architect
WITH THE TOWN OF LEXINGTON STANDARDS,
6.) THE CATCH BASIN SHALL HAVE A STONE INLET. 4B Damonmill Square, Concord, MA
7.) WHEEL CHAIR RAMPS SHALL BE CONSTRUCTED WITH
CEMENT CONCRETE, GRANITE TRANSITION CURB, AND CONFORM
TO MASSACHUSETTS HIGHWAY DEPARTMENT STANDARDS. NOONAN MGDOWELL, INC. Surveyor/
8.) ROOF DRAINS SHALL BE 6" SDR 35 PVC SET 25 Bridge Street, Billerica, MA Engineer
AT 0.01 MINIMUM SLOPE AND 2' OFF FOUNDATIONS.
9.) MAINTAIN MINIMUM 10' HORIZONTAL AND 18" VERTICAL
SEPARATION BETWEEN WATER AND SEWER UTILITIES, DEVINE, MILLIMET AND BRANCH Attorneys
300 Brickstone Sq., Andover, Ma"
INCITE ARCHITECTURE Architect
74 Bedford Street, Lexington, MA.
Scale, V =20' Datel2 /14/03 Sheet No. 5
JOB NO. 1350.2/008 DWG NO. 13502PD5
DATE PROFESSIONAL CIVIL ENGINEER