HomeMy WebLinkAbout1995-06-14LENG T H AS SHO VVIV ON PLANS OR
4 S REP? L11RE _0 S Y HIGH 14-A Y O WEJER
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Vin �. I PAVc,9 RDWY ; Win
FOX 4' ! APPROX.4.5'
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S EL CASING ANO t�'ARR/ER PIPE
®RICK AolD MORTAR CASING END CLOSE:? W/ FH
rXCc PTION OF DFA 11V A T L O !AVER END.
L O,NGI T U01N.4 L SE C T I N
6" Schedule SO PVC COS//79
WlI h SolYent sVeld&d Joints
Ju
FILL CASING `` ` / ,= SA l"OR 1,
2" PVC Carrier PIP
FIA/ c ,5 TO/VE CP, ITS ' ` i` %— r "XI ••X3' L ON'G' WOOD SKIDS1151-IPPORTS
aA TO PIPE AT 8'-O" C. C.
CROSS SECTION OF HIGH�A Y CROSSING
(-43Y FOFs/NG)
Eli Tee
Thrust Blocks to have 3000 psi
concrete bearing against a
minimum of two square feet of
undisturbed soil.
Thrust Block Sket=ch
From Wet Tap
of 6" Main
Existing Existing
1-lydrant Shut—off Valves
��f New Water Meter Manhole
Wet Tap
Existing Main - - `"eraer6�I�i e
_Right
°` New 2" PVC Main iYcy
SDR 21, 200 psi
Gasketed, belled end,
install 20' from Road Centerline -
Existing 6" Main _
Village of.-
Trumansbur (
Town of
VUlysses
NOTES — -- -`—
TRENCH SECTION Wr: 'E.? MAIN
Neenah R1 669 or Syracuse
Grout
2 Coats Bitumcstic
rel Polypropylene 12" O.C. Cast in Barrel
� 1 /` Gasket/0—Ring
t
,,__Water Meter w/3 Valve Bypass
1 �!?'-2500 psi Concrete
-2 Stone
Meter to be 1 " Sensus
Valves to be Watts Ball Valves
Use Rubber Boots to
Seal Piping to Manhole
Wafer deter Manlhole
NTS:
Silts Plan daia from Info- _- an by Robert S. Russler, Jr. Surveyor, Village of
Trumansbur@Tax Maps - S maps and f ieid obser, ations. Field measure and verify.
Water pressCres at exist- 9 Hydrant are reported to be 60 psi static and 18 psi at 450
gpm.
ShurSave contains two'' 2 lays, 2 triple bowl sinks with 2 faucets, one triple bowl sink
with one faucet, one do.= e bowl sink, and 3 hand sinks. Total 47 fixture units, 27
design flow 0P.M. -1evc .n change is about 18'. Total length 2" pipe, 2930'. Friction
loss at 27 gr.;r Is estlrr-'-,d to be 115 psi, head gain is 8 psi, estimated building pressure
is estimated i.o be 53 F= -he pressure drop through the meter is estimated to be 3 psi.
- e drug store presently under construction within: the building will add one toilet and
-e hand sink with negl-•:yie pressure change.
Contractor is respons!- -;ewly paved - s St-eet roadway and will be require-,.', tc post 2
bor,d;wlth the C^unty a=, the pavement con d'tion after the work of the proiect is complete.
EgLlpment all not bs -- ed on the pavement, work of the contract shall not be performed
fro the pavement. A= rs to the site shall 'be on°,y from the interseetlon of Cemetery Road and
Fal s Street dlong the -side ditch south of the caved surface. After completion of the
;nstallation of the w -ie, the droinc5e ditch shall be repaired to present condition.
920
��f(t
20' Easement. Easement. See
survey drawing by R.S.
Russler, Jr., Surveyor.
1
f! f 1
i
;
r
920
Extand 2" main into building. Provide
2" header, suitably located, with valved
branches to ShurSave and the drug
store and for future facilities.
920
0 R A P :F)
. .
'. 9
/A�`�
/ j
William F. Qlbern, P.E.
Engineering eerin,cg C ovs ltan,
Sunnyslope Terrace
Ithaca, New York 14850
607-272-5077
st2F6-
N. Y. S. 7-1120.3. C o
EXCA(A -- I)MA .`c RIAL
THORN Enterprises MetCHIC Marker
j L
Underground Service Alert Tape
'12" "IN.
N.Y. S. /7-EM2C.j. 07
`« Pipe
SEL ECT EXCAVATE,
4 "MI
(A-2) MATERIAL
SEL EC T EX CA VA TED MA TERIAL r REE FROM ORGANIC
MA 7ER/AL AND TRASH.
NO ROCKS OR STONES
GREATER THAN 2".
TRENCH SECTION Wr: 'E.? MAIN
Neenah R1 669 or Syracuse
Grout
2 Coats Bitumcstic
rel Polypropylene 12" O.C. Cast in Barrel
� 1 /` Gasket/0—Ring
t
,,__Water Meter w/3 Valve Bypass
1 �!?'-2500 psi Concrete
-2 Stone
Meter to be 1 " Sensus
Valves to be Watts Ball Valves
Use Rubber Boots to
Seal Piping to Manhole
Wafer deter Manlhole
NTS:
Silts Plan daia from Info- _- an by Robert S. Russler, Jr. Surveyor, Village of
Trumansbur@Tax Maps - S maps and f ieid obser, ations. Field measure and verify.
Water pressCres at exist- 9 Hydrant are reported to be 60 psi static and 18 psi at 450
gpm.
ShurSave contains two'' 2 lays, 2 triple bowl sinks with 2 faucets, one triple bowl sink
with one faucet, one do.= e bowl sink, and 3 hand sinks. Total 47 fixture units, 27
design flow 0P.M. -1evc .n change is about 18'. Total length 2" pipe, 2930'. Friction
loss at 27 gr.;r Is estlrr-'-,d to be 115 psi, head gain is 8 psi, estimated building pressure
is estimated i.o be 53 F= -he pressure drop through the meter is estimated to be 3 psi.
- e drug store presently under construction within: the building will add one toilet and
-e hand sink with negl-•:yie pressure change.
Contractor is respons!- -;ewly paved - s St-eet roadway and will be require-,.', tc post 2
bor,d;wlth the C^unty a=, the pavement con d'tion after the work of the proiect is complete.
EgLlpment all not bs -- ed on the pavement, work of the contract shall not be performed
fro the pavement. A= rs to the site shall 'be on°,y from the interseetlon of Cemetery Road and
Fal s Street dlong the -side ditch south of the caved surface. After completion of the
;nstallation of the w -ie, the droinc5e ditch shall be repaired to present condition.
920
��f(t
20' Easement. Easement. See
survey drawing by R.S.
Russler, Jr., Surveyor.
1
f! f 1
i
;
r
920
Extand 2" main into building. Provide
2" header, suitably located, with valved
branches to ShurSave and the drug
store and for future facilities.
920
0 R A P :F)
. .
'. 9
/A�`�
/ j
William F. Qlbern, P.E.
Engineering eerin,cg C ovs ltan,
Sunnyslope Terrace
Ithaca, New York 14850
607-272-5077
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