Laserfiche WebLink
SW 1/4, SEC. 07, TWP. 28N., R05E, W.M. <br />RECORD DRAWING <br />ml2IOUIEl22 <br />U <br />/ <br />E <br />0 <br />585 585 <br />580 580_____ <br />O C` <br />+,* W) EXIST. GROUND AT <br />11 <br />(ao+j DRIVEWAY q (TIP.) <br />575 - _ II Ed 575 <br />=1.00X - - <br />- T Spy 7P=566.52 - - <br />FINISH GRADE AT DI TEE/FH - <br />570 DRIVEWAY q (TYP.) ,•�? STA 64+00.00 570_____ <br />B` Iv`7FR I <br />TP=569.43 <br />565 " 565 <br />8 BEND MJ <br />STA 63+14.89 TP=566.54 <br />DI TEE <br />STA 63+96.60 <br />560 560_____ <br />555 555 <br />EXIST. GRADEAT DRIVEWAY q (TYP.) <br />550 r7FINISHED GRADE AT DRIVEWAY q (TIP.) 550 <br />to Cb o O N I O0f � Lo <br />I h I h u') 0u') Ln tq Ln to LnI W) Ln to to to <br />62+40 <br />63+00 <br />63+60 <br />DRIVE G <br />64+20 <br />64+80 <br />585 <br />585 <br />Who <br />�� <br />o: <br />o0 <br />580 <br />0 <br />' <br />' <br />`q <br />580 <br />}0111..... <br />+win <br />O+ <br />II <br />rn <br />o rnMN <br />n n to <br />el• •1•. <br />Z <br />W <br />-sty+_�%- <br />II <br />575 <br />Z <br />11 W <br />-.� <br />\ [_ <br />^ <br />+ II . <br />^S�N> <br />o II <br />- -_ <br />575 <br />-2.00% <br />ZIIWZIIW' <br />EXIST. GROUND AT <br />1.45 <br />DRIVEWAY (TYP.) <br />Z <br />570 <br />M <br />570 <br />FINISH GRADE AT <br />�L8'A <br />DRIVEWAY q (TYP.) <br />TP=S <br />74 <br />565 <br />AIR- <br />A <br />565 <br />ASSEMBLY <br />-566.45 <br />STA <br />0 <br />85.52 <br />FH <br />ASSEMBLY <br />STA <br />91+55.06 <br />TP=5 6.63 <br />TP=568.39 <br />' 'BEND, MJ <br />560 <br />8" BEND, MJ <br />STA 91+68.19 <br />560 <br />STA 90+93.69 <br />TP=566.73 _ <br />4" FIRE SERVICE <br />STA 91+75.96 <br />TP=566.82 <br />4" FIRE SERVICE <br />STA 91+80.81 <br />555 <br />555 <br />EXIST. GRADE <br />AT DRIVEWAY' q (TYP.) <br />550 <br />r7FINISHED GRADE AT DRIVEWAY q (TIP.) <br />550 <br />N <br />to ° <br />OR°r j o� <br />r4j °� <br />L0 <br />u7 <br />y� u7 t� <br />to <br />90+00 <br />90+60 <br />91+20 <br />DRIVE J <br />91+80 <br />92+40 <br />>_ <br />7P=568.68 <br />585 <br />12�5 <br />8" BEND, MJ <br />585 <br />W <br />STA 96+75.97 <br />I++ <br />7P=568.76, <br />Uj <br />4" WATER SERVICE <br />¢� <br />STA 96+96.44 <br />580 <br />TP=568.67 <br />580 <br />J <br />Y <br />4" FIRE SERVICE <br />o <br />¢+ <br />EXIST. GROUND AT <br />STA 99+16.46 <br />Y <br />h <br />LO <br />DRIVEWAY C (TYP.) <br />FINISH GRADE AT4 <br />h <br />LO- <br />�o <br />- <br />V <br />DRIVEWAY q (TYP.) <br />to <br />�� <br />rno� <br />575 <br />- <br />`- <br />o0 <br />CPQ <br />575 <br />to <br />W <br />w 250 <br />°'�> <br />+cd <br />Z <br />^ <br />a <br />2.00% <br />TP=568.82 <br />-2.00� <br />LO <br />0 + ll <br />570 <br />TP=568.78 <br />4" FIRE SERVICE <br />STA 97+53.94 0.50 M <br />IE(12SD)=569.53( ) <br />4" WATER SERVICE <br />STA 99+06.9 <br />STA <br />9 <br />+39.08 <br />Z w <br />_ n w <br />570_____ <br />+03.37 <br />TP ( 8°WA=569.03- <br />- <br />- _ " -� D11ArrER <br />!E(8 <br />0.76 <br />)=367.73 <br />-) - <br />TP(1 <br />D)=566.98 <br />J <br />L <br />TA 9 + <br />7P=569.41 <br />(3.03 <br />=;6.14 <br />565 <br />(0.35) <br />E(8"WA)=568.32STA <br />AIR- <br />98+48.94 TP(8SS)=56 <br />. <br />1 <br />565 <br />-TP(12SD)=56Z 97 <br />TP=567.08 <br />244LF 8 PVC <br />8" BEND, MJ <br />STA 97+26.91 (3.21) <br />104LF 8" <br />STA 100+61.73 <br />SSMH60 <br />IE(6SD)=567.67 <br />S- <br />RIM=572,90 <br />IE(E)=564.00 <br />TP(8SS)=564.46 <br />0067 7P=568.73 <br />8" BEND, MJ <br />SSMH50 S=9;BB6g <br />560 <br />TP=568.88 <br />STA 99+12.40 <br />= 0.0058 <br />RIM 5�85577.0 <br />SSMH40 <br />560_____ <br />FH ASSEMBLY <br />7P=568.65 STA 97+23.65 <br />TP=568.69 <br />IE(S)=56� 6 571.08 <br />IE(W)=56zL 17 571.08 <br />M=574.88 570. <br />IE'(E)=561.34 561.22 <br />BLOW -OFF ASSEMBLY <br />8n BEND, MJ <br />STA 99+14.74 <br />STA 99+19.63 <br />IE N =561.44.561.32 <br />) <br />STA 96+68.55 <br />(4.96) <br />IE(87WA)=56Z91 <br />555 <br />7P=568.65 <br />BEND, MJ <br />TP(8'SS)=562.95 <br />555 <br />8" <br />STA 96+61.25 <br />EXIST. <br />GRADE AT DRIVEWAY,q (TIP.) <br />550 <br />r', <br />F FINISHED GRADE AT DRIVEWAY C (TYP.) <br />550 <br />C ' <br />M <br />M W) to to � <br />to Ch n o <br />�'� <br />tp <br />�'� �'� o <br />N <t N <br />to O <br />h <br />a} <br />W <br />N <br />Lnitj <br />�,.N Ln,.: �n,.: �nF-11 N <br />`n F111'..N <br />LcF-11 l `c I COIM <br />�.N d-;N <br />Lo <br />�) in L to L to Ln to <br />`n to <br />LO in Ln to Ln in <br />to Ln to L <br />h Ln <br />to <br />Ln to <br />Ln' <br />96+60 <br />97+20 <br />97+80 <br />98+40 <br />99+00 <br />99+60 <br />100+20 <br />100+80 <br />This Record Drawing has been prepared, in part, <br />based on "As -Built" information provided by <br />others. Though the as -built information and this <br />drawing are based on the best available <br />information, no presumption should be made <br />regarding the drawing's accuracy. <br />585 <br />585 <br />580 580 <br />575 EXIST. GRADE AT PIPE 575 <br />FINISHED GRADE AT PIPE <br />r GRAD <br />- -L <br />- - \ <br />570 ✓ 570 <br />pLA TER [ <br />TP=568.6 86 <br />- � TP=568.86 <br />8 BEND, , 8" <br />TAPPING TEE 565 <br />STA 130+10.61 STA 130+95.03 <br />560 560 <br />555 555 <br />EXIST. GRADE AT PIPE q (TYP.) <br />550 r7FINISHED GRADE AT PIPE' TIP. 550 <br />- ccIn <br />�IPi <br />Ln Ln un to <br />129+60 130+20 130+80 131+20 <br />OFFSITE WATER <br />575 <br />575 <br />EXIST. GRADE AT PIPE <br />570 <br />FINISHED GRADE AT PIPE <br />570 <br />5TA 13 + 6.04 <br />(0.69) <br />0.92 <br />(8SS)=,560.23 <br />565 <br />- - - <br />565 <br />560 <br />53LF B" PVC <br />560 <br />46L� g" PVC <br />A <br />S� <br />S- 0 0415 <br />555 <br />SSMH2O <br />555 <br />SSMH2O <br />SSMH15 <br />RIM=SB&36 566.35 <br />IE(S)=589.7A 559.30 <br />RIM--51% z566.78 RIM-666:75566.75 <br />IE(N)&5-}4-My.06 IE(S)��0558. <br />IE(W)=55988559.40 <br />!E(N)-559 39559. <br />STA 139+70.64 (0.53) <br />IE(8SS)=559.37 <br />550 <br />TP(12"SD)=558.84 <br />550 <br />545 <br />545 <br />rEXIST. GRADE AT PIPE q (TYP.) <br />540 <br />I <br />FFINISHED GRADE AT PIPE q (TYP.) <br />540 <br />r. <br />tp to to <br />Ln LO L'h �'an <br />Lo <br />DRIVE K OFFSITE SEWER <br />0 5 10 <br />VERT. IN FEET <br />0 30 60 <br />V <br />HORIZ. IN FEET <br />r whars beIOW. Copyright 0 2020 CPH Consultants, LLC. All Rlghts Reserved. <br />,all before you dia. <br />Z <br />z <br />U) <br />0 <br />U <br />}U <br />z ♦J <br />o <br />W C U) <br />a Z a z <br />0 3 0 LU 0 <br />U) J' w 3 0 <br />a Z <br />IU,IOil� <br />0 <br />z <br />THE AS -BUILT INFORMATION <br />SHOWN ON THIS PLAN IS PER <br />A FIELD SURVEY PERFORMED <br />3Y MEAD GILMAN ASSOCIATES <br />AND/OR RECORD DATA <br />PROVIDED BY THE <br />CONTRACTOR. <br />z <br />C) <br />z <br />0 <br />C) <br />UL <br />0 <br />CLIENT <br />z <br />0 <br />z <br />z <br />x <br />3 <br />z <br />z <br />0 <br />U <br />2 <br />N <br />i <br />O <br />x <br />O <br />z <br />in <br />w <br />Ld <br />w <br />LL <br />FOUR CORNERS, LLC <br />10900 NE 8TH STREET <br />SUITE 1200 <br />BELLEVUE, WA98004 <br />PHONE: (425) 453-9551 <br />C P H <br />II <br />CONSULTANTS <br />Site Planning - Civil Engineering <br />Landscape Architecture • Land Use Consulting <br />11321-B NE 1201h Street <br />Kirkland, WA 98034 • (425) 285-2390 <br />101 South Wenatchee Avenue, Suite C3 <br />Wenatchee, WA 98MI • (509) 293-7731 <br />www.cphconsul}an}s.com <br />PROJECT NO. <br />0024-18-042 <br />DRAWING <br />C5.11 <br />SHEET 40 OF 62 <br />