HomeMy WebLinkAbout661 Higgins Crowell Road Site Plan of Land 2PUMP SYSTEM NOTES:
1. PUMPS TO OF MYERS RESIDEPT/AL SEWAGE PUMP uR7E1 SRM4 4• PYC INLET
OR EO'JAL.
2. THE PUMPS SHALL ALTERNATE AND START AND STOP AT THE ELEVATIONS
SHOWN. THE LAG PUMP SHdL START WHEN THE ALARM STARTS.
J. THE PUMPS SHALL BE INSTILLED IN STRICT CONFORMANCE WITH
THE MANUFACTUPER"S SPECFICATIONS AND TITLE V RFGULATIOH5.
PUMP DISCHAPGE SHALL BE2INCHES. PUMP SHOULD BE ABLE TO
BE DISCONNECTED AND LIFTED OUT OF THE PUMP CHAMBER WITHWJT
HAVING TO ENTER THE PW CHAMBER. -
4. THE ALAPM SHALL START AT THE ELEVATION SHORN AND BE I
POWEPED BY A CIRCUIT SLPARAT£ FROM THE PUMP POWER.
S. AN ELECTRICAL PERMIT A/5T BE OBTAINED FOR THIS INSTALLATION.
8• MIN. H2O CAST
CLAY BRICK LEVELINS COURSE /ROLA FRAME AND COVER
MORTARED IN PLACE WITH l' VENT
4- MIN, PEASTONE TO FINISH GRADE
8' H2O CAST IRON 4 MIL POLY
FRAME AND GRATE
CLAY BRICK LEVELING COURSE
MORTARED IN PLACE
I "DIA VENT
CLEANOUT 12• HDPE PIPE
TEE TO LEACHfNG
11 -20 SOLID
;.� CATCH BASIN
-20 CONIC SLAB
If 6' DIAM --+� W112 DIA LEACH HOLE
CATCH BASIN
DETA IL
NO SCALE
I/A*IF T-� x°,p��T12-
EL TO OTHER
FROM BASIN N HDPE LEACHING PITS
MORTAR ALL JOINTS LEACHINO' MINIMUM DISTANCE
314'-1112- WASHED BASINETWEEN LEACH PITS
STONE ALL AROUND IH -201
I Ni 6' DIAM.
- MIN.
SEE PLAN FOR ACTUAL WIDTH
LEACHING BASIN
DETA IL
NO SCALE
I 1
/
PROP"
i ` { L?GHT
17 �. A2' 1
PROP'a wnLA
LIgIIT PAYED SIDE U •` !
1\ 4l a /tt 1
\ rP.4
1
T, FEET
vC______
,,��
T4 /
/R ��7
/ GUTLE_ ' ,
O �
/
al XV2 7
L
L EACH FIELD
5''
0
1
� p >
I , p
� N
' VEN7
SOIL PEMOYAL�-
SFE NOTE 13. RESERVE
9•
�C
Jp
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,1
cl-111.7
PAVEMENT DETAIL
NO SCALE
TYPE 1-1 BITUVINOJS CCYCFETE
2' BINDER COURSE. 1' TCF COURSE
8.5' DENSE GPADED CRUSPED STONE
CP 12- GRAVEL BASE
L EGEND
COUPL
NS
IWEEP
OR
WA TEP GATE
—W—
WATER LINE
Co
HYDRANT
MERCURY FLOAT HOLE
GAS G= TE
—G—
GAS LINE
SWITCHES CN£C'R
CATCH BASIN
•— 0-
UTILITY POLE W/ GUY WIRE
ALARM ON ,.,.. RLL YE
OVER HEA; WIRES
—T —
U'+'OEFG°DUVO TELEPHONE L I NE
PfAIP ONI... PCVP S
£XIST;NG SPOT ELEVATION
EXISTING CONTOUR
RPCROSED SPOT ELEVATION
�-^
FLIN:n-F DIRECTION
PLVP OFF
HAVING TO ENTER THE PW CHAMBER. -
4. THE ALAPM SHALL START AT THE ELEVATION SHORN AND BE I
POWEPED BY A CIRCUIT SLPARAT£ FROM THE PUMP POWER.
S. AN ELECTRICAL PERMIT A/5T BE OBTAINED FOR THIS INSTALLATION.
8• MIN. H2O CAST
CLAY BRICK LEVELINS COURSE /ROLA FRAME AND COVER
MORTARED IN PLACE WITH l' VENT
4- MIN, PEASTONE TO FINISH GRADE
8' H2O CAST IRON 4 MIL POLY
FRAME AND GRATE
CLAY BRICK LEVELING COURSE
MORTARED IN PLACE
I "DIA VENT
CLEANOUT 12• HDPE PIPE
TEE TO LEACHfNG
11 -20 SOLID
;.� CATCH BASIN
-20 CONIC SLAB
If 6' DIAM --+� W112 DIA LEACH HOLE
CATCH BASIN
DETA IL
NO SCALE
I/A*IF T-� x°,p��T12-
EL TO OTHER
FROM BASIN N HDPE LEACHING PITS
MORTAR ALL JOINTS LEACHINO' MINIMUM DISTANCE
314'-1112- WASHED BASINETWEEN LEACH PITS
STONE ALL AROUND IH -201
I Ni 6' DIAM.
- MIN.
SEE PLAN FOR ACTUAL WIDTH
LEACHING BASIN
DETA IL
NO SCALE
I 1
/
PROP"
i ` { L?GHT
17 �. A2' 1
PROP'a wnLA
LIgIIT PAYED SIDE U •` !
1\ 4l a /tt 1
\ rP.4
1
T, FEET
vC______
,,��
T4 /
/R ��7
/ GUTLE_ ' ,
O �
/
al XV2 7
L
L EACH FIELD
5''
0
1
� p >
I , p
� N
' VEN7
SOIL PEMOYAL�-
SFE NOTE 13. RESERVE
9•
�C
Jp
c
,1
cl-111.7
PAVEMENT DETAIL
NO SCALE
TYPE 1-1 BITUVINOJS CCYCFETE
2' BINDER COURSE. 1' TCF COURSE
8.5' DENSE GPADED CRUSPED STONE
CP 12- GRAVEL BASE
/.0/:
1b
0' -` 15 -30 X60
23.7 108-1 I
.22..6
DATE: MAY 21. 2002
TEST BY: STEPHEN HAAS
WITNESSED BY: LYNN MULKEEN
i
S / TE PL A/\/ OF L A /VD
LOT 18 A/VSEL HAL L E7 -T ROAD. MAP 73 • PARCEL 6
PREPARED FOR:
WILLOW STREE T RE -.TR
SCALE-: / •' - 30 ' MARCH 26 , 200-4
EAGLE SURVEYING, INC
923 Route 6A
Yarmouthport, MA. 02675
��%illi 4
( 508) 362-8132
(508) 432-5333
L EGEND
COVCPETE BOUND FOUND
OR
WA TEP GATE
—W—
WATER LINE
Co
HYDRANT
O
GAS G= TE
—G—
GAS LINE
9
CATCH BASIN
•— 0-
UTILITY POLE W/ GUY WIRE
----C-1W
OVER HEA; WIRES
—T —
U'+'OEFG°DUVO TELEPHONE L I NE
�"= 4
£XIST;NG SPOT ELEVATION
EXISTING CONTOUR
RPCROSED SPOT ELEVATION
�-^
FLIN:n-F DIRECTION
/.0/:
1b
0' -` 15 -30 X60
23.7 108-1 I
.22..6
DATE: MAY 21. 2002
TEST BY: STEPHEN HAAS
WITNESSED BY: LYNN MULKEEN
i
S / TE PL A/\/ OF L A /VD
LOT 18 A/VSEL HAL L E7 -T ROAD. MAP 73 • PARCEL 6
PREPARED FOR:
WILLOW STREE T RE -.TR
SCALE-: / •' - 30 ' MARCH 26 , 200-4
EAGLE SURVEYING, INC
923 Route 6A
Yarmouthport, MA. 02675
��%illi 4
( 508) 362-8132
(508) 432-5333