Laserfiche WebLink
SW 1/4, SEC. 07, TWP. 28N., R05E, W.M. <br />3 <br />d <br />N <br />U <br />E <br />HIGH PT STA: 22+85.00 <br />LOW PT STA: 21+69.22 <br />HIGH PT EL: 569.73 <br />LOW PT EL: 569.02 <br />PW STA: 23+00.00 <br />580 <br />PW STA: 21+58.31 <br />PW EL: 570.18 <br />580 <br />PW EL: 568.76 <br />AD: -2.50 <br />Call <br />K: 60.00 <br />�I <br />.275 <br />K:.29.095 <br />150.00' VC <br />o s <br />0 <br />o 0 <br />80.00' VC <br />0 <br />0 <br />0 <br />575 <br />oov� <br />o ^ <br />v� o o <br />t.R m t0 Nj a`r, <br />EXIST. GROUND AT <br />�,� <br />^} <br />m <br />¢ -' <br />575 <br />o+ p <br />o+ �' <br />FINISH <br />+ai +S Nh <br />GRADE AT `,Pi <br />DRIVEWAY j (TYP.) <br />Nh <br />�? <br />V 4yt <br />? lid : <br />:: <br />�'o� w <br />N N tit iti <br />DRIVEWAY (�•) caU <br />}8LF <br />WOLF 120 SD <br />w <br />o 0 <br />? II.W <br />- <br />UU UU :: Imm <br />m m W U <br />: ::: -. $moo `s✓s <br />IW W <br />N�unciOa00 <br />570 <br />.75% <br />0.50% <br />µ+o +ioo <br />570 <br />- - <br />N2 II <br />- <br />- - - <br />81LF 12" SD D <br />- <br />12" SD <br />565 <br />_ <br />S-0.56% <br />11811 <br />o 0 <br />S <br />496F 12" SD <br />565 <br />--_-- <br />122LF <br />ILFi:F 12" SD <br />PCB;260, <br />I <br />� 120 SD <br />I <br />S--�89rr- <br />STORM <br />ISEE <br />VAULT <br />I <br />5) <br />Q <br />S-- o <br />0.50% <br />SHT. C3.33 <br />_ <br />-SOLID LID 0.39% <br />CB255, TYPE 1-SOLID LID <br />CB20 TYPE 1 <br />560 <br />I <br />I <br />0.55% <br />RIM 570.23 <br />IE(12'N)=566.65 TYPE 1-SOLID LID <br />RIM- 569.81 <br />IE(121V)- P565.28 <br />C815 TYPE 2-48" <br />RIM=568 69 568.55 <br />IE(12"5E)=8lr3.72 564.34 <br />560 <br />I <br />S! �1• <br />IE(6"E)=567.15 RIM=569.-7+ 569.74 <br />IE(121S)=565•:3E 565.28 <br />RIM-569 333 569.08 <br />IE(12"W)=56A�2 564.32 <br />I <br />CB265,TYPE 1-SOLID LID IE(127V)-565.80 565.71 <br />IE(61E)-588-88 566.07 <br />IE(12'S)=563.-91564.16 <br />L - - <br />- - - J <br />RIM-- 6g6 569.38 IE(6'E)-566c30 566.24 <br />IE(121NW)-563:+t564.16 <br />IE(121N)-566.:2&566.14 IE(6"W)-566.z3G 566.37 <br />CB250, TYPE 1-L-SOLID LID <br />555 <br />IE(12"5)=566 B 566.14 IE(12"5)=56§88 565.71 <br />RIM-�8- 569.69 <br />_«5 <br />555 <br />570.56 <br />IE(6'E)-56638 566.39 <br />,� <br />1E 12"W =�.r 565.19 <br />( ) <br />561.74 <br />IE(12"S)=565.25 565.19 <br />561.84 CB10, TYPE 2-48" <br />IE(61NE)� -?;5 565.89 <br />561.94 RIM--869102 568.90 <br />IE(12"S)--5&_9�. 117 562.45 <br />550 <br />IE(12N)--862L 47 563.45 <br />550 <br />EXIST. GRADEAT DRIVEWAY q (TYP.) <br />545 <br />FINISHED GRADE AT DRIVEWAY q (TYP.) <br />545 <br />�, <br />Ito <br />tp <br />o.M <br />aD <br />o " <br />M <br />o of o ro �.tp �o.°' er ro <br />n N O O M <br />�.M M Go � ro <br />t0 n t0 e} <br />I�."3 o <br />.- <br />co <br />t0 N <br />a� <br />a� <br />o <br />0 <br />o <br />CD oo <br />o o o� aS o� <br />C of � of <br />o� � Cj cc <br />� of 0i 0i <br />ri Cj <br />ad Cj <br />to <br />n <br />W) <br />� to <br />Ito Ito Ito �o nto <br />4 4 to � 4 <br />�t0 �t0 into into <br />to W) L0 L0 <br />Qto cto <br />to <br />Ito <br />Lo to <br />19+80 <br />20+40 <br />21+00 <br />21+60 <br />22+20 <br />DRIVE 8 <br />22+80 <br />23+40 <br />24+00 <br />24+60 <br />RECORD DRAWING <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 />Jim Knappert <br />Permit Inspector <br />LOW PT STA: 43+13.69 <br />LOW PT EL: 570.25 <br />PVI STA: 43+19.37 <br />HIGH' PT STA: 44+24.96 <br />PW EL: 569.91 <br />HIGH PT EL: 571.62 <br />585 <br />AD:__3.50 <br />PW STA: 44+25.00 <br />585 <br />K. 22.88 <br />PW EL: 572.02 <br />80.00' VC <br />AD: -4.00 <br />I K: 20.02 <br />M <br />M <br />80.00' VC <br />PW <br />STA: 45+25.00 <br />580 <br />of ^ <br />+o <br />^ <br />+o <br />o <br />PW EL: 570.02 <br />AD: -4..00 <br />580 <br />¢ <br />r� 2 <br />o <br />N I� <br />M <br />0 <br />Ln N <br />o <br />t) N <br />K: 10.00 <br />oN <br />Ni <br />+ <br />io <br />+._ <br />40.00 VC <br />+ <br />o <br />LO:UU <br />II <br />o <br />OY <br />�_" <br />41 <br />M' <br />•r to <br />o <br />el•n <br />v to <br />o0 <br />0o <br />PW <br />STA: 46+10. 00 <br />,I o^ <br />m m <br />w <br />tit t:i <br />o o <br />61 W <br />h N <br />Lri N <br />PW <br />EL: 564.92 R <br />575 <br />n'w=w <br />^to <br />- - o o <br />m m <br />moo ^ <br />w w <br />+o <br />+ad <br />AD: 4.00 <br />575 <br />oaol� <br />+oto FINISH GRADE AT <br />-- tr�o� <br />-to, <br /><t._n <br />EXIST. GROUND AT + <br />tnr. <br />`a n <br />u�t0__ <br />vLO <br />K: 12.50 I <br />t" + II <br />d•^> DRIVEWAY (TIP.) <br />c^ o O <br />n^ <br />1* + II <br />DRIVEWAY (TIP.) .r <br />Lit:i <br />Oi i <br />50.00" VC <br />-�25% <br />zrnw <br />o <br />__- <br />zIIW <br />calm <br />Ww <br />o <br />0 <br />-1.50% <br />I-"W <br />2.00% <br />- <br />-200X <br />angel <br />h� <br />570 <br />? If' W <br />_ <br />hco C6 <br />t+oca <br />570 <br />565 <br />- <br />- <br />- <br />565 <br />-47LF- _ - <br />46EF 12" SD <br />_- <br />- <br />- - OD$ - <br />STORM <br />VAULT <br />i <br />S--O.5544* <br />19 <br />SEE SHT. <br />C3.34 1 <br />I 0 <br />560 <br />I <br />I 18" SD <br />0 <br />560 <br />73LF 12" SO <br />67LF 12" SD S=0.00% <br />STORM VAULT <br />Q <br />SEE SHT. C3.33 <br />Q CB315 TYPE 1 <br />-----J <br />S--B:9B3� <br />S=0.00% L-------------------------------------------- <br />RIM-564-96-564.44 <br />0.14% <br />IE(12"W)-56.1.95 561.01 <br />555.... <br />SOLE 12" <br />SD <br />555 <br />S=0.00% <br />10100 TYPE 2-54" <br />RIM-566.23 566.44 <br />IE(12-W)-55A84- 557.81 <br />IE(121NE)=557.84- 557.81 <br />550 <br />550 <br />CB100, TYPE 2-48" <br />CB150, TYPE 2-48" <br />RIM -ems 569.88 <br />IE(12"W)-55A84 557.73 <br />RIM--&y�1 B4� 570.91 <br />IE(12-W) 84-55ZBO <br />IE(181E)-557:84 557.73 <br />EXIST. <br />GRADE <br />AT DRIVEWAY (TYP.) <br />545 <br />IE(12'E)- &;L8+557.73 <br />IE(12"N)-�8+557.93 <br />FINISHED GRADE <br />AT DRIVEWAY q (TYP.) <br />545 <br />`°.� <br />�'o <br />�I� <br />°�w. q Alin <br />"�',.M "�'.N �lu�•y <br />�.N <br />�,.� o,.� <br />a�.^ <br />�IuN'y <br />�'� <br />D3 <br />"�.^ <br />Nlrb Ln' '.. <br />'.. <br />� <br />r_1 <br />n ,. n <br />III\ <br />Lf).� <br />�I n �I n n . 4 Ln OO <br />�. O^ �. O Imo. <br />O^ <br />Imo. CN <br />^ <br />Imo'. ^ Imo'. ^ <br />Qo . 03 ^ <br />� O^ <br />co to <br />co <br />.� <br />�'. <br />to <br />Ln <br />cO <br />u7 <br />Ln <br />Ln Ln <br />u7 to <br />uJ LO Ln Ln Ln to <br />Ln Ln Ln Ln <br />to <br />Ln <br />Ln <br />uJ to Ln <br />� Ln <br />Ln Ln <br />Ln LO <br />uJ <br />to <br />Ln <br />� <br />LO <br />to <br />Ln to Ln <br />12/13/2023 <br />40+80 41+40 42+00 42+60 43+20 43+80 44+40 45+00 45+60 46+20 46+80 <br />DRIVE D <br />0 5 10 <br />VERT. IN FEET <br />0 30 60 <br />a <br />arsbelow. HORIZ. IN FEET <br />rwh <br />r wh before you dla. Copyright 0 2020 CPH Consultants, U.C. All Rlghts Reserved. <br />ml�l�l�l� <br />z <br />"' <br />z <br />o <br />iOf <br />cc <br />a <br />m <br />W <br />a <br />z <br />t'L.7 <br />z <br />Qi <br />z <br />3 <br />a <br />It <br />0 <br />3 <br />U <br />O <br />� <br />j <br />¢ <br />O <br />LJ <br />m <br />O <br />O <br />Of <br />a <br />w <br />m <br />N <br />0 <br />r <br />Oil� <br />1-9 GI a1SRI.4 <br />Pr <br />y�� <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 />L.L <br />Uj <br />Z <br />0 <br />O <br />CLIENT <br />z <br />0 <br />z <br />z <br />3 <br />z <br />z <br />0 <br />0 <br />U <br />2 <br />0 <br />0 <br />0 <br />z <br />in <br />C) <br />J <br />z <br />a <br />U <br />LU <br />Q <br />�L <br />Q <br />Cr. <br />w <br />i', <br />Ui <br />o <br />U <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 />CONSULTANTS <br />Site Planning - CNiI 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 98801 • (509) 293-7731 <br />www. c p h c o n s u l t a n ts. c om <br />PROJECT NO. <br />0024-18-042 <br />DRAWING <br />C3.20 <br />SHEET 25 OF 62 <br />