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SW 1/4, SEC. 07, TWP. 28N., R05E, W.M. <br />LOW 'PT STA: 63+85.00 <br />LOW PT EL: 572.95 <br />PW STA: 63+75.00 <br />PW EL: 572.75 <br />585 <br />AD: 3.00 <br />585 <br />K. 20.00 <br />0 <br />60.00' VC <br />o <br />o^ <br />1* <br />n <br />o <br />0 <br />580 <br />d <br />aootR <br />+r� <br />_ +Ni <br />580 <br />FINISH GRADE AT <br />^ <br />.'+ <br />to <br />DRIVEWAY q (TYP.)+tN+ <br />II <br />Li <br />" <br />vii�i <br />EXIST. <br />GROUND AT <br />I- <br />°o' w <br />m <br />Calw <br />w DRIVEWAY <br />(TYP_) <br />? <br />IIw <br />- <br />- <br />575 <br />-2 OOX <br />- -, <br />_ <br />575 <br />` ` ` <br />1.00% <br />570 <br />570_____ <br />- <br />- <br />- - - <br />7P=569.65---FH <br />O <br />ASSEMBLY <br />TP=569.6 <br />STA 63+99.95 <br />8" 7EE, M <br />565 <br />STA 63+91, <br />75 <br />565 <br />TP=569.55 <br />8" BEND, <br />MJ <br />STA 63+14.89 <br />560 <br />560_____ <br />555 <br />555 <br />r EXIST. GRADEAT DRIVEWAY, C (TYP.) <br />550 <br />I <br />r7nNISHE0 GRADE AT DRIVEWAY j (TYP.) <br />550 <br />�.n <br />Ln <br />�.n <br />lei <br />I^ �In <br />n <br />n <br />15. <br />twhat%below. <br />62+40 <br />63+00 <br />63+60 <br />DRIVE G <br />64+20 <br />64+80 <br />LOW PT STA: 91+65.84 <br />LOW PT EL: 571.22 <br />PW STA:' 91+51.44 <br />PW STA: 90+68.36 <br />PW EL: 570.67 <br />585 <br />PW EL: 574.21 <br />AD: 6.25 <br />585 <br />AD: -2.25 <br />K. 12.80 <br />K: 13.33 <br />80.00, VC <br />30.00' VC22 <br />580 <br />�0 <br />o <br />d cc ij <br />M:^^UO <br />In <br />l i <br />�M. <br />+ <br />� <br />N <br />n <br />� <br />�� <br />�� <br />.Cif <br />+ <br />� od <br />ip <br />t° <br />580 <br />001 <br />ter._ <br />v +.r <br />^ <br />+to <br />a, <br />_ <br />�_ <br />mto <br />+aDin <br />o+II <br />rnh <br />M <br />i <br />W <br />o� <br />o 0 <br />Nw0)N' <br />+ II <br />Z <br />>;L4j <br />» <br />°p <br />to�� <br />oocm 0)�o�, <br />IIW a0a0 <br />WW <br />: <br />Nyj <br />VN^ <br />575 <br />- <br />/_-+`n^ <br />I9Mj <br />-- <br />575 <br />`425� <br />?IIWZIIw <br />EXIST. GROUND AT <br />DRIVEWAY Ct (TYP.) <br />570 <br />FINISH GRADE AT <br />570 <br />DRIVEWAY q (TYP. <br />O <br />TP=568.21565 <br />569.17 <br />FH ASSEM <br />STA-91+58" <br />565 <br />BEND, MJ <br />TP=5STA <br />90+93.69 <br />"8 <br />8 B4" <br />STA 91+68.19 <br />FIRE SERVICE <br />STA 91+82.40 <br />TP=567.81 <br />560 <br />4" FIRE SERVICE <br />560 <br />STA 91+76.01 <br />555 <br />555 <br />r <br />EXIST. GRADE <br />AT DRIVEWAY', 2 (TIP.) <br />550 <br />I <br />rflNISHED GRADE AT DRIVEWAY j (TYP.) <br />550 <br />Lc . Lc . �.a7 �.sn <br />L.a7 <br />n a7 L.U.) <br />�,... <br />90+00 <br />90+60 <br />91+20 <br />DRIVEJ <br />91+80 <br />92+40 <br />585 585 <br />580 580 <br />575 EXIST. GRADE AT PIPE 575 <br />FINISHED GRADE AT PIPE <br />7--\ <br />570 \ 570 <br />7P=568.30 TP=568.76 <br />565 8" BEND, MJ 8" TAPPING TEE 565 <br />STA 130+10.61 STA 130+95.03 <br />560 560 <br />555 555 <br />550 �EXIST. GRADE AT PIPE C (TIP.) <br />' rFINISHED GRADE AT PIPE' j (TYP.) 550 <br />n <br />129+60 <br />130+20 <br />130+80 <br />OFFSITE WATER <br />LOW PT STA: 103+48.72 <br />HIGH PT STA: 102+31.23 LOW PT EL: 571.98 <br />HIGH PT EL: 573.46 PW STA: 103+50.00 >- <br />585 PW STA: 102+30.00 PW EL: 571.60 1?� 585 <br />PW EL: 573.85 AD: '3.88 w <br />AD.- -3.88 K. 20.59 w <br />K. 20.62 80.00, VC <br />80.00' VC o0 0 <br />Gib <br />580 00 0 o h y v o 580 <br />4 <br />+2 EXIST. GROUND AT +� o� �� o^ J <br />Y o FINISH GRADE AT o DRIVEWAY (TYP.) o,^ o g aLn <br />wE� DRIVEWAY q (TYP.) UU (0 vv +¢n <br />an an C40 UJLLL <br />575 (no� _-_-- at5 WW +on `-- > 575 <br />- .r o - TP=56 65 00+ c`'it w w <br />o+^i� 4"FIRE SERVICE 1.88.$^� 2.00% <br />oM� STA 1 Z II W <br />2.00% <br />~ TP=568.33 <br />570 ? II w 4L <br />R SERVICE 570 <br />- _ - S+03.56 <br />8.39 TP=568.19 <br />- 4" FIRE SERVICE <br />565 0 TP=568.80 STA 103+96.63 8" BEND, MJ <br />FH ASSEMBLY STA 104+38. 565 <br />STA 103+34.24 TP=56827 <br />LTP=.-5.81 8 BEND. MJ <br />TP=567.00 4" WATER SERVICE 244LF 8" PVC STA 104+24.03 <br />8" BEND, MJ STA 101+93.01 SSMH60 <br />560 STA 100+38.30 87LF 8" PVC 5=0.0100 RIM=572.88 <br />560 <br />TP=568, 72 IE(E)=562.38 <br />S=0.0100 8" BEND, MJ <br />SSMH40 SSMH50 STA' 101+8760 <br />RIM=571.25 RIM=573.04 TP=568.67 <br />IE(E)=559.07 IE(S)=559.94 80 BEND, MJ <br />555 IE(N)=559.07 IE(W)=559.94 STA 101+85.26 555 <br />EXIST. GRADE AT DRIVEWAY'C (TYP.) <br />550 FFINISHED GRADE AT DRIVEWAY q (TYP.) 550 <br />c0 0.N �.ao r ao �.N co Q N.O <br />`-.a0 N •1• N I^ .- rn N 00 <t <br />rn CN4co u i u i �n Ui Ui uj U- u-� <br />100+20 <br />100+80 <br />101+40 <br />102+00 <br />DRIVE K <br />102+60 <br />103+20 <br />103+80 <br />104+40 <br />131+20 <br />0 5 10 <br />VERT. IN FEET <br />0 30 60 <br />HORIZ. IN FEET <br />0 <br />z <br />ryp) <br />ti <br />z <br />O <br />z <br />z_ <br />E <br />a <br />3 <br />z <br />z <br />U <br />2 <br />v7 <br />O <br />2 <br />O <br />z <br />rn <br />VN/ <br />� <br />I..LLij <br />LU <br />CL <br />z <br />� <br />W <br />OfCrJ <br />0 <br />0 <br />U <br />W <br />Z <br />m <br />Lu <br />= <br />0 <br />a <br />o <br />LL <br />U <br />CLIENT <br />FOUR CORNERS, LLC <br />10900 NE 8TH STREET <br />SUITE 1200 <br />BELLEVUE, VIA 98004 <br />PHONE: (425) 453-9551 <br />mm <br />CONSULTANTS <br />Site Planning • Civil Engineering <br />Landscape Architecture - Land Use Consulting <br />11321-B NE 1201h Street <br />laddand, WA 98034 - )425) 285-2390 <br />101 South Wenatchee Avenue, Suite C3 <br />Wenatchee, WA 98801 - )509) 293-7731 <br />www.cphconsuItants.com <br />PROJECT NO. <br />0024-18-042 <br />DRAWING <br />C5.11 <br />SHEET 36 OF 51 <br />a� <br />Copyright 0 2020 CPH Consultants, -LC. 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