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SL202,��nTe r ,n.... srx..x.YUv1v`4rn lus,:Ys«,ri. b 44. c:.+ 6.5' DROP MANHOLE SCALE: 1 " = 30' 44' 47' /SMH a)Hrd*:tr.5i: / 44 ..+r. > •.r.ia..auli,& n'.v.. .a,rr .cc.c fr�Aik�:aRP: 1. +tA:0.t. 0i,t:,;Rfa,84,8 SIGN 59.24' OPE\ SPACE / / \ \ \ • \ • • • • • • \ 44 44' / 44 44 p0 44 / 105 100 95 LtJ J L1J 0 L1J z� d LJ z Z NEW MANHOLE 2 237.63' • \ / • • \ \ \ • / \ • / • \ \ FLUSHING OUTLET IE 99.40 INV 100.85 • • \ 5'-9' • .1141: tticctCli. 50.25' INV 99.20 30' SSMH 2 \\ SIM 103.4 \ • • 8' 6' 5' INV 99.62 'v 4ri'ttIt 3.4PF4cPU-,!til'. N00'37'14"W 50.00' INV 100.48 I6" SDR -26 50' 50.00' 50.00' INV 101.34 50' SSFI CL ROAD 50.00' SSMH 4 RIM 106.00 • 593.09' 50.00' 76' 50.00' INV 102.50 INV 102.90 SS SS SS SS SS SS SSMH 3 38'-6" INV 99.20 SS FF 103.40 1--5.-6" LOT 2 LOT 18 FF 106.80 NEW FLUSH INLET 90 0 100 95 0 r � 130' ©1.30% 6" SDR -26 `9 10o SEWER PROFILE LINE A 1"= 5' VERTICAL 1"= 30' HORIZ NEW MANHOLE 3 200 142' ®1.00% 6" SDR -26 0 WATER 100 SEWER PROFILE LINE B 1"= 5' VERTICAL 1"= 30' HORIZ 200 300 200.10' w J 0 T z CD z X 110 105 100 t5-5.01 CO INV 103.85-1 N00'37'14"W 821.89' INV 104.317 73' -t 1 SS SS I TAP EXISTING MAIN INV 102.12 50.00' NOTES 1) 2x4 INSTALLED AT LATERALS 6" ABOVE 2) UTILITY EASEMENT ROAD. NEW FLUSH INLET SS ss r 50.00' F 'n • • • • • SEWER EASEMENT i I I 117-I SEWER EASEMENT SSMH END OF FUTURE SEWER GROUND TO INV. 5' ON EITHER SIDE OF 7-0 115' @1.10% 6" SDR -26 95 0 1,utk1;rzt 100 SEWER PROFILE LI\E C 1"= 5' VERTICAL 1"= 30' HORIZ ,a i:'SMrY ,.:.x!rvkhF5ocxr ...fld., "4W'' ., !'84"4. r r..u•c a>.it xa: l�:,s+;drr,:te:n:a,.ap.HN4 'G.mrra):rs,b,a 8.88 200 kra.Wl✓.1{ \4'r't,N4 G4Ntbhttl:T.',..4.4,441 tt Cita SEWER EASEMENT Aar/d:(goRdair t� / 4c,eto7'sAl'Y.lN.lr!.1:.NW.'8 tlft rt:uirY 4"" :9 15' WIDE COMMON AREA & DRAINAGE EASEMENT, LOT 0 18" 18" „7 --EP •\ • 60" N. • FLUSH INLET \ INV 104.04 LEGEND EXISTI\G QSSMH 0 0 0 M W co SEWER MANHOLE ss ss SEWER LINE aw SS ev W 8W WATER LINE OR' FIRE HYDRANT UTILITY POLE & GUY UTILITY LINES GAS LINE PP 4\ LEGE\D PROPOSED Omni SEWER MANHOLE IRAN Ssn o co ss SEWER MAIN LINE SH 8" WATER MAIN WATER SERVICE 4Lti9F32IFH48K't�ti..t.;,"s mhii S: x., 'a+e. d., 2,7ith,4..0 Malt FIRE HYDRANT UTILITY LINES GAS LINE ELECTRIC TRANSFORMER ELECTRIC VAULT SEWER FLUSH INLET SEWER CLEANOUT WATER VALVE 10' SEWER, WATER OR GAS EASEMENT f. Mi44w3'...o'c"H::#uil v'rL^l'R'+it3N"S":X't"iai.'a14+W<t"{Teti#Y.'%,144ixti"+!'d.e-r91N:i:i1.4Y'r>si� ENGINEERING SEWER UTILITYASBUILT SOUTH TAHOE INDUSTRIAL PARK APN 32-313-41 1772 D STREET, SOUTH LAKE TAHOE, CA DATE: 7/20/09 SCALE: 1"= 30' DRAWN: JFH JOB: 04-43 SHEET UTLITY 1 U1 OF U6 Ai`. ...7uY.i:✓,n . rS:'u.. <; . T ... . ...e MY ..., f.=Wii 3 r3,., wri-us.x.:i.�<..:Ec: •t.4.c4.' 13 SCALE: �n:1:fNn = 30' / 8" WATER VALVE •it .u..:. .-. ., se vi:; ..<h: .e. G.ld+i:.iu::4 u.+....:N..)Pe..av ...Af" i. '2o. t:t s v[J: .c tri.. �.. hit )iR:"iG..i..roC. :'KE:hvYF L:eT�:tA: F:::iNd.:i.e4 ,n-:';a'x•.>,. W.:.ta' 0. rilsflit ill v4 . ...i't iLa�..! r • 1 ev s4 vat F a ...0 .. ...� .•t "tib - .s .t 59.24' OPE\ SPACE 237.63' 8" C900 MAIN, CL 200 8W T 8W 1" CORPSTOP Iii)EDGE OF PAVE o 45' 8W 8W 8t1 Bbl 8M 12' METER BOX 3/4" VALVES 50.25' 8W 8W N00°37'14"W 50.00' 1- 8W 8W e. eW 8W 8W eW 8W •0W WATER UNDER SEWER TOP OF PIPE 98.5 V1ENT (EP) --13' X3/4" FUTURE IRRIGATION RP 4li+e tirizeti .l...miiit 50.00' 35' 8W 8W rt at v:u' .k ui.l'n rill kfrx asii4'..r w.kF.:liiss.. d;tw s4. s. 50.00' 8W 811 3' 1 8W CW 155.W 8W 4" FIRE CONNECTION " VALVE IN G-5 VALVE BOX 200.10' N00'37'14'W 821.89' 8" C900 MAIN, CL 200 8W -r- 8W 3/4" CORPSTOP 3 3 3/4"0 50.00' 8W tal.v.};:1S::t G...: �.i•d.:.<LY:Y,.,+,lvtiwiuiY'i A1,+rv44/a'.Ss;',:.G.r:F4x,u,W. '334*7 t:S:4$k:F3,44.; 6,1 50.00' OW 8W 593.09' 50.00' 50.00' 8W 8W OW 8W 8W �BW� 8W 8W eW 50.00' 2" VALVE IN EDGE OF PAVEMENT (EP) G-5 VALVE BOX 3/4" VALVE IN G-5 VALVE BOX —3/4' BLOW OFF 3/4' BLOW OFF DOUBLE SERVICE (TYP) SINGLE SERVICE (TYP) 0 0 N J U z) 0 0 U) 2" CORPSTOP 2" BLOW OFF [ Y 33333. f„ utiv.4d: L[Ltr .ink l: r.'1 ,41.440.30 6" GATE VAVLE CAP 333343 i 14. 41 G ..ii:aAad e..i^.a.4l2i.f .l�,ii311111 4...'•et t•i Ni Ir. •.':ftt.: ".-.:•a?4t C53$l 4i3 [J:VSF •y},,.:-+,. ':. [., : '•ry-!2- t^ rft '[• r.C: F4,kyr4 W",e•& w:Me'+1 >; i 90' 15' WIDE COMMON AREA & DRAINAGE EASEMENT, LOT 0 /1 OW —Etti—sT 8" GATE VAVLE 2" BLOW OFF f", ..iixiYY:t:"' .t.Y S!t.:a* +-i1�`:^Al..t. .t1ka :H h:`±G' 9'FN'•[if.'r'fA.i h:4t•it'YryYblSSvtepf .4 Y Y.d i"4 taWx,atl ,0.11±1 1*11v-Y. 8" CAP ;OI ori O O N89'58'39"E ...z!:u .4 iiG.:15:1rts°ngnit=-t11;74*nY.:unK: Lwyt�cLr'.:k• ,..�,:3Yid:,Uxb+i'aAt HC'.is61�:,1 -. w-:'G?9xtittic'J,51ti'v...t' da' r •rfizstiifelk4t,;2A.' a6:143za: r ENGINEERING CA. 96155 co M Cil M c< 0 CO Li w ui5 F- LIJn Iciul 0 'Q.-) of) 0 DATE': 4/15/08 SCALE: 1"= 30' DRAWN: JFH JOB: 04-43 SHEET UTLITY 1 U 1k. OF U6