Loading...
HomeMy WebLinkAbout0959.95.14ta ME flat - Ins !on lee DUPLEX FIBERGLASS INSTALLATION WITH 1 -BOX AND REMOTE MOUNTED PANEL �� � � � '�' � � ' ' :N � - _ �cwiol ,' lil /1• r `, , .. _'_4 ..._ - - - {l. S' i% i __ �' f-; ��, pNr -- s• r , : -'�'' ;:' 1; LAST RE VISION DATE :09 / 26 1995 /' SCALE: •'; f�- .!' �:. �• -r�� PLAN 1" • 50 I PROFILE' , - , IaNaa ` �, � � 1 I i - _ _ fs VERTICAL 1 5 i.( /� 1 r.1. town fe rOrrp I•I/1 utr.1ME /�- , - ��� S1rr(1 ;r 1 r i (oloen �NO1. Gm LOS -:. ` - ---- -� wmy irM111e HORIZONTAL 1" 50 (olonn (olnitttol 11 Wn coon 1 nrnK1 wula W4111 R" rte"' , f + ' ,'`•� n . Room ON URN 10"mw 1Gl 1MM) UQN `f -- -� I' i , 014WAU V, (An ►111 Il1TxWe1 R&M �\ me ns01 Mill no r SIX "w NUM 71 plow (wwwm 0 11 ("1101 tu(l , ` l \�' �/ ` �.,• Z InTllimwTl 1111I1to1 Nx = (0(IN0OR (0111 .� j ; , / J _ a1061016W"W AI1l T gm pwou now . l '' J" �l '�_. o d V � r i •. \ .y l.l_ Ili // 1111i 01M '�� �'` ;+ v. ♦ i sr�• ` -`� p 1Y1117T t �• O tau / N11(1g11101 Wl 1111[ Q1 ,� '�� ` , ; - ._._ _ _. _ ....... _ - - ,. n :two T 1#. 6W M 160( I Ear \�\. - f . = ��,, „ � „r Ml,r lUtW `'1i fig. /`• r •\t ,.` -� . DON'T DIG G BL l ND" oZ x♦w,vowun -- j / (O PAM Il i [111 i1Nr[ r w •� / �-- o 4 � o 0 NOTES[ ;_ 1-800-382-554 • / ,'' w — CENTER TO j -.J / �, `-/ � CALL BEFORE YOU DIG � z � LENGTHS OF PIPES INDICATED ARE FROM CEN E , `�.� o 0 OIMEN510NS a alula ��• - — N ARE NOT ACTUAL PIPE LENGTHS. f / / �, CENTER OF STRUCTURES AND / / / a O C0� GRANULAR °O FOR CONTACTING / CONTRACTOR SHALL BE RESPONSIBLE 0 _ _ // / ;' REWIRED 0 .l REOU [ REO � � AGENCIES WITHIN THE TIME �J / - ALL PERMIT ISSUING G ~� � � � _ � f � •' i %� ' z z SPECIFIED BY THAT AGENCY PRIOR TO BEGINNING L1_, Q CONSTRUCTION. z Performance Ft_NCHV, ,ILK. ,r'ri Of Curve 765 RPM: 3 5 0 0 Discharge Z 60 225 200 115 - - uj W - -- wZ!: 760 -- 760 T.C752.89 ItT.C.-752.0 { 68��Q /q -- - -_ - --- -- MODEL MAX. IMP (OR EQUAL) PUMP BASIN SPGWG2HX750 6.67' SPGWG2HXS00 6.75' SPGWG2HXJ00 S.25- NOTE. 667 mm u s dmomm onpoWtvOkM C01TOW Wn. Aeler to I&CWy lot tram selections beyond 6 7S•. _ ' '' - - 755 300 GRINDER PUMP ( — -- - -- — — - -- -- - -- -- SPGH /G2HX - _ 1S0, , / /q 750 QiokkA � 5.0' (MIN) I" CUA Ur 6" WATER � EXISTING GROUND w 40 � 30 20 10 150 115 100 s1S 3 50 �15 6 - - ?f D/q - -- - -- -. - - - -- ,� 6 PVC LATERAL 8 PVC, INV. OUT. W. • 747.05 --- -- -'- - - -- - -_ — _- -- G SPGN /2HX 2HX - 500 15" PVC STORM DRAIN - - - _- - -- ```1t111I 7 45 , 747.89 JS "Dlq - -- '9500027. w ___ - -- 0 _O'. STATE OF ' . -- X/DNA ?� - -' - - -- -- - - - -- 735 735 -- -- - 638 LF of 2" FORCE MAIN 4_ 7S DIA+ - 730 CJ - -- SPA — /G- - - 0 — MSE - — - 730 941 NA Mefft SW - MW*, IN 4W -1061 -- — 311634-1000 - - - L U.S. GPM 0 15 -.s 30 4o 45 60 15 90 105 120 M 3 /HR 5 10 15 10 25 30 765 uj W wZ!: 760 760 T.C752.89 ItT.C.-752.0 NAH R-1642 TNE� 4 + DIA. GRINDER (OR EQUAL) PUMP BASIN _ ' '' - - 755 300 GRINDER PUMP ( 755 PROPOSED GRADE / / PROPOSED GRADE '�.. / 750 � 5.0' (MIN) 750 ' -- - - - -- 6" WATER � EXISTING GROUND 8 LATERAL, INV. IN. E. • 747.05 t ,� 6 PVC LATERAL 8 PVC, INV. OUT. W. • 747.05 745 6" PVC LATERAL FROM S.E. INV. 746.50 15" PVC STORM DRAIN ```1t111I 7 45 747.89 5('fRf • o. '9500027. w 740 0 _O'. STATE OF ' . 740 X/DNA ?� IIIIIR1/ 735 735 - �> - j 638 LF of 2" FORCE MAIN 730 CJ MSE 730 941 NA Mefft SW MW*, IN 4W -1061 311634-1000 725 311F� 725 DATE= -7 .. 1995 Conditions of Service: Conditions of Service: GPM: 4,0 TDH: 33 GPM: 2.5' TDH: 73 JOB #111 - 1 720 72q SHEET 12 OF 13 711SAN3 .DON