The URL can be used to link to this page

Главная My WebLink О нас1995-06-14LENG T H AS SHO VVIV ON PLANS OR 4 S REP? L11RE _0 S Y HIGH 14-A Y O WEJER ,SNLR SHLDR} I ,O' Vin �. I PAVc,9 RDWY ; Win FOX 4' ! APPROX.4.5' I i 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 st2F6- T Q) 0 iy Ln 00 (:D N D i June 14, 1995 71 � -� n " V T Q) 0 iy Ln 00 (:D N D i June 14, 1995 D - co JcrLere: moovricor P4u.JG ®- PIpt: bCL PtN F'v")0D SES SrT? pr�t� i cunoiLs Fo/L GoN>r,�ic.Tra^I � y, WrGcif�l F. /3G�36�✓i �E. o f UR yh ) y 14 FE Iq ZINC, TRUMAIV5.90Cr 51VW ,X5 TQWN 0/17 UGy$St rOtvj/>�l/NS CoJN7 y ScA�e !r'=/aa ` �urvE /99,5 Five wcov5 r'p X'r — Yt+�' e t(Lt tt ri y c�F /7Ap ; ,t/1Lve1j /_?y l_Ot25,7- S. 2us54.et,: OR. 1.R7✓D NYS Gr„ej✓Se N -S 09:37n?-/ i �bPE�� FIEI.n 1 PRof pSe D WAXTE0.0 S prat '-SucLco > JIMIty G. 56AFrU5C (ZO) Cf 33- !Q'+ - TP l3-3-2 )o�Atj JA' Gv p A LESTor (�4� 740- !98 TP 13-4 —Z,2