HomeMy WebLinkAboutSD-438-15Sclps -vry
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-38 WI S �WMiUM 7Afl H9 tr583B 5 i43 K9 A29 LR - -
(�� 5TE{a, 583 K9 I�d35 i95 36T K
in LW -
(—
4F55 t9W,6�7 Kt (4874 7 59: N9 A25 tB5}. .
}35 q 405' .� BTfD: 933 Kq 2058 .185 }..361 K4 ib +0 -
i
ALUM NU}t9724 IS,y ,1761 .h8 183 t(g 05 t
i45 4P78 r+ER 889 K f2i38 465{ 387 K4 L810 Los
A 4 Kft)"UM, 810 Kg 1786:Lr3 184 Kv (425 L85
s aPtr aa+e
S�Sif. ;885 KA E5711,85' :567 KS 810 ISSj
�— A9IKW4M (tM K5 Cffi93 9S 193 Kg [1 23 .
50 4P6, 4418 tilt sr£c. ia�o Kg �w ..;65; 'i67 xn aio L6S7
—` —�
Au NUM 998 #g�204D 185 +13 Kq 429 Lds
Bp aP40 MEL 0123 K 24 i96 M7 Ky E: +O C{^3 - -
.- -»._. 1M ENMOBffRE WI Etidp5ip CR01G6
A1tA1H4AM :1808 KS -. it i s1 4 5 419 429 465 50-6
90 457, 4V7 181 K ,2E05 1351 KO E8`0 U?S - R&CONNCCTAB t 1W A13
„
STAND -BY GENERATOR DETAIL
NTS
Cross country areas
Loam & seed, as specified
Suitable bdckfill to be placed
and compacted in 1 foot layers,
Wood sheeting, if required, shall be
cut off at leMt five (5) feet below
street grade and one foot above the
crown of the pipe,
t
3t/ [7.6;
METRIC CAD FILE[
OMt:NSws in - {)ARE AYCN �AVNMAM
Payed areas –cs per Town of Lexington Standards
Pavement and base, as specified
Existing ground
I pipe
ngjjl- --_ Ledge
6" min
Pipe bedding consisting of 1/2 to 3/4 inch stone
Provide at least one clay dam or other backfill to be placed against undisturbed sides and bottom
impervious material seal between manholes of trench at minimum six inch depth.
Excavation in earth - Excavation in ledge
SEWER FORCE MAIN TRENCH DETAIL
NTS
Compacted stone or sand to one
foot above the crown of pipe
Ar Am
a
G
q�q �@�g
Swiss 4SE-L
1Yx" Spherical Solids Handling
Double Sea!
4SE044j.1. 0686�1I 5.0 1 46603 1 66 1 0450 1 9 t 8.2 r sau t 12`4 ,7+.,x• �..:x.i.� ,�
4:+CfidSit.: 6RR83f. 5.0 1 7513 W 30W B 1 - 6k 16.0 1014 3aVY 0.750 {14.1}
fi petWoMiige sensor pptd i0tan pti, r Models 1s tai5 SOW. OA76(12.1Mm) 0.0.
IMPORTANTT .
IF njWE PUMPS ARE USED WIT" SAF4, A WEIGHT, PIN: 098844: MUST 86 U8E11
RAMA3ETa MaTORANO/0R SEP3.S.
a a1.A86 f 01Y411at10 HAMR00W 4
S£C31aN 9L+
CRAM E® PuIMPS & SYSTFEMS VA Tr ATTE r BNtS
A Cnwe:CO3 0vfiP nY:.. USA; (937) 77 &9947 Canada: {906) 457.8228 IntamarianaC (987) 6tb -35HB
STANDARD MANHOLE
FRAME AND COVER FINISH GRADE
{
TYPICAL PRECAST CONCRETE
6" BLIND FLANGE SEWER MANHOLE (H -20)
WITH 3 " THREADED
NIPPLE (NPT THREADS)
AND CAP 4' -0" I.D.
6" GATE VALVE-----__. 6"
9' MiNs
TEE (FORCE MAIN
DIAM. BY 6 ")
—- - - -° N
CONCRETE
PIPE SUPPORT r,r DUCTILE IRON
FORCE MAIN PIPE
12„
UNDISTURBED EARTH
FORCE MAIN CLEANOUT MANHOLE DETAIL
NTS
RE�/ISIONS
N0. DATE DESCRIPTION
MERCURY FLOAT
2` COND
SEAL
OPTIONAL NEMA 4 JUNCTION BOX
FOR REMOTE MOUNTED
CONTROL PANEL
FLOAT RACK -
INLET EL. 25256 -
MERCURY FLOAT SWITCHES—
ON
NOTES:
1. CONCRETE: 4,000 PSI MINIMUM AFTER 26 DAYS.
2. REINFORNCED STEEL CONFORMS TO LATEST ASTM A185
3, BUTYL RESIN SECTION JOINT CONFORMSTO LATEST
ASTM C443 SPEC -
DUPLEX PUMP STATION DETAIL
N.T.S.
FROST PROOF MANHOLE
FRAME AND 32" COVER-
SEWAGE --
COMBINATION
AIR VALVE
CONCRETE —
PIPE SUPPORT
FINISH GRADE
MANHOLE TOP SLAB
TYPICAL PRECAST CONCRETE
s —0 1, D ' " j(. SEWER MANHOLE (H -20)
11 2' -6"
1/2" GATE VALVE
BACKFLUSHING HOSE
1" DRAIN
GATE VALVE
THREADED TAP
z
ti ONE FULL LENGTH
OF FORCE MAIN PIPE
12`
UNDISTURBED EARTH
SEWAGE COMBINATION AIR VALVE STRUCTURE
NTS
8Y CHK'O
Y1
'
a� i
mO
i
m
71R ;zs:,7�
PANEL T"
RsNO .,
W�%
PA iEL
NR ewe
76, [so.7j
W0 q
cfEUUt4Cf
its [1$.6 M 36A]
:N+d4GE CPEN46G
'�--- N— dG- E -t-^^- W�mUND �Nt40xi1RE C»63U4f 6NlY_j
-38 WI S �WMiUM 7Afl H9 tr583B 5 i43 K9 A29 LR - -
(�� 5TE{a, 583 K9 I�d35 i95 36T K
in LW -
(—
4F55 t9W,6�7 Kt (4874 7 59: N9 A25 tB5}. .
}35 q 405' .� BTfD: 933 Kq 2058 .185 }..361 K4 ib +0 -
i
ALUM NU}t9724 IS,y ,1761 .h8 183 t(g 05 t
i45 4P78 r+ER 889 K f2i38 465{ 387 K4 L810 Los
A 4 Kft)"UM, 810 Kg 1786:Lr3 184 Kv (425 L85
s aPtr aa+e
S�Sif. ;885 KA E5711,85' :567 KS 810 ISSj
�— A9IKW4M (tM K5 Cffi93 9S 193 Kg [1 23 .
50 4P6, 4418 tilt sr£c. ia�o Kg �w ..;65; 'i67 xn aio L6S7
—` —�
Au NUM 998 #g�204D 185 +13 Kq 429 Lds
Bp aP40 MEL 0123 K 24 i96 M7 Ky E: +O C{^3 - -
.- -»._. 1M ENMOBffRE WI Etidp5ip CR01G6
A1tA1H4AM :1808 KS -. it i s1 4 5 419 429 465 50-6
90 457, 4V7 181 K ,2E05 1351 KO E8`0 U?S - R&CONNCCTAB t 1W A13
„
STAND -BY GENERATOR DETAIL
NTS
Cross country areas
Loam & seed, as specified
Suitable bdckfill to be placed
and compacted in 1 foot layers,
Wood sheeting, if required, shall be
cut off at leMt five (5) feet below
street grade and one foot above the
crown of the pipe,
t
3t/ [7.6;
METRIC CAD FILE[
OMt:NSws in - {)ARE AYCN �AVNMAM
Payed areas –cs per Town of Lexington Standards
Pavement and base, as specified
Existing ground
I pipe
ngjjl- --_ Ledge
6" min
Pipe bedding consisting of 1/2 to 3/4 inch stone
Provide at least one clay dam or other backfill to be placed against undisturbed sides and bottom
impervious material seal between manholes of trench at minimum six inch depth.
Excavation in earth - Excavation in ledge
SEWER FORCE MAIN TRENCH DETAIL
NTS
Compacted stone or sand to one
foot above the crown of pipe
Ar Am
a
G
q�q �@�g
Swiss 4SE-L
1Yx" Spherical Solids Handling
Double Sea!
4SE044j.1. 0686�1I 5.0 1 46603 1 66 1 0450 1 9 t 8.2 r sau t 12`4 ,7+.,x• �..:x.i.� ,�
4:+CfidSit.: 6RR83f. 5.0 1 7513 W 30W B 1 - 6k 16.0 1014 3aVY 0.750 {14.1}
fi petWoMiige sensor pptd i0tan pti, r Models 1s tai5 SOW. OA76(12.1Mm) 0.0.
IMPORTANTT .
IF njWE PUMPS ARE USED WIT" SAF4, A WEIGHT, PIN: 098844: MUST 86 U8E11
RAMA3ETa MaTORANO/0R SEP3.S.
a a1.A86 f 01Y411at10 HAMR00W 4
S£C31aN 9L+
CRAM E® PuIMPS & SYSTFEMS VA Tr ATTE r BNtS
A Cnwe:CO3 0vfiP nY:.. USA; (937) 77 &9947 Canada: {906) 457.8228 IntamarianaC (987) 6tb -35HB
STANDARD MANHOLE
FRAME AND COVER FINISH GRADE
{
TYPICAL PRECAST CONCRETE
6" BLIND FLANGE SEWER MANHOLE (H -20)
WITH 3 " THREADED
NIPPLE (NPT THREADS)
AND CAP 4' -0" I.D.
6" GATE VALVE-----__. 6"
9' MiNs
TEE (FORCE MAIN
DIAM. BY 6 ")
—- - - -° N
CONCRETE
PIPE SUPPORT r,r DUCTILE IRON
FORCE MAIN PIPE
12„
UNDISTURBED EARTH
FORCE MAIN CLEANOUT MANHOLE DETAIL
NTS
RE�/ISIONS
N0. DATE DESCRIPTION
MERCURY FLOAT
2` COND
SEAL
OPTIONAL NEMA 4 JUNCTION BOX
FOR REMOTE MOUNTED
CONTROL PANEL
FLOAT RACK -
INLET EL. 25256 -
MERCURY FLOAT SWITCHES—
ON
NOTES:
1. CONCRETE: 4,000 PSI MINIMUM AFTER 26 DAYS.
2. REINFORNCED STEEL CONFORMS TO LATEST ASTM A185
3, BUTYL RESIN SECTION JOINT CONFORMSTO LATEST
ASTM C443 SPEC -
DUPLEX PUMP STATION DETAIL
N.T.S.
FROST PROOF MANHOLE
FRAME AND 32" COVER-
SEWAGE --
COMBINATION
AIR VALVE
CONCRETE —
PIPE SUPPORT
FINISH GRADE
MANHOLE TOP SLAB
TYPICAL PRECAST CONCRETE
s —0 1, D ' " j(. SEWER MANHOLE (H -20)
11 2' -6"
1/2" GATE VALVE
BACKFLUSHING HOSE
1" DRAIN
GATE VALVE
THREADED TAP
z
ti ONE FULL LENGTH
OF FORCE MAIN PIPE
12`
UNDISTURBED EARTH
SEWAGE COMBINATION AIR VALVE STRUCTURE
NTS
8Y CHK'O