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SW 1/4, SEC. 07, TWP. 28N., R05E, W.M. <br />ml�INIWRIN12 <br />3 <br />N <br />N <br />U <br />/ <br />E <br />0 <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 />12/13/2023 <br />LOW PT STA: 97+47.14 <br />HIGH PT STA: 98+69.96 <br />585 <br />LOW PT EL: 571.76 <br />HIGH PT EL: 573.45 <br />585 <br />W <br />PW STA: 97+42.69 <br />PW STA: 98+70.00 <br />PW EL: 571.31 <br />PW EL: 573.85 <br />W <br />AD. 4.49 <br />AD: -4.00 <br />�I <br />K: 1 Z 81 <br />K: 20.02 <br />80.00, VC <br />80.00, VC <br />580 <br />rn <br />o <br />0 <br />580 <br />o ¢ <br />o "� <br />ro ^ <br />EXIST. GROUND AT <br />�a� <br />to <br />rt� <br />�� <br />+ ri <br />tor\ <br />rn u� <br />+ Ni <br />DRIVEWAY (TIP.) rnn <br />m to FINISH GRADE AT <br />Y <br />�+ o <br />tO ,� <br />+ <br />CO1�� <br />M LO <br />(ri lil <br />o p <br />to <br />rn � <br />N41 <br />h 4i <br />DRIVEWAY C (TYP. <br />y W ) <br />FE <br />p <br />575 <br />°'mom-- <br />» <br />afgn <br />�� <br />_ <br />UU <br />_ - �UU <br />575 <br />�Z.J <br />_mm <br />��n <br />-f-Oh <br />.....lulu <br />cal Call <br />ru>--_- - <br />- - <br />o�m <br />-�-=- - a�- - - - - <br />to W W 250$ <br />�+ n <br />m� <br />to <br />2.00X <br />o+ n <br />570 <br />S <br />�eFW. <br />? u w <br />570 <br />SD <br />A <br />[ <br />S <br />145LF <br />12" SD <br />CBIOJTD TYPE <br />565 <br />RIM=573.48 <br />IE(8'E)=571.00 <br />S=0 53� <br />565 <br />0.61% <br />l e <br />28LF 8" SD <br />SISD <br />S=3.53% <br />CRUS TYPE 1 <br />C8115 TYPE <br />52LF 12" SD <br />560 <br />RIM=573.08 <br />-Li <br />RIM-57145 571.54 <br />S-^-27W�- <br />560 <br />IE(8"W)=570.00 <br />IE(121E)-688.95- 56Z24 <br />0110, TYPE 2-48" 1.33% <br />IE(81)=570.00 <br />IE(12-N)-566.95 56Z24 <br />RIM _"_> 573.11 CB105, TYPE 2-48 <br />IE(8"W)=567.45 567.39 <br />IE(121SE)=566.18 565.36 RIM-572.24 572.03 <br />IE(12-W)-566-116 566.36 IE(127S)--565.91 565.95 <br />IE(121NW)-56531- 566.05 <br />555 <br />555 <br />550 <br />TCB100, TYPE 2-48" <br />550 <br />RIM-57&.25 569.88 <br />IE(12"140-55A84 55Z73 <br />IE(18'E)-&5'r8+ 55Z 73 <br />EXIST. GRADE' AT DRIVEWAY. � (TIP.) <br />- <br />IE(12'N) �T 55Z93 <br />i <br />545 <br />FINISHED GRADE AT DRIVEWAY q (TYP.) <br />545 <br />C' p "3 r7 <br />M tp <br />rn to �'. to <br />:� n <br />to <br />'.O <br />p�lto <br />to <br />AIM <br />� tq aIM tq �'.� SILO <br />'.N '.� :N �.t0 :O <br />AIM SIN <br />p' p' <br />�n <br />�.N <br />�.I� <br />�.M �.M �.N �'.N �'. <br />�.n � n <br />Itn to <br />�In �In <br />Itn Itn <br />IN <br />�.n <br />I� <br />� I" <br />I� <br />�.n <br />�'. I\ �'.n �.n �.n �.n <br />IX) IW) IX) IW) Itn ',u'y <br />�.n �.n �: <br />Itn Itn <br />96+60 97+20 97+80 98+40 99+00 99+60 100+20 100+80 <br />DRIVE K <br />HIGH PT STA: 112+80.19 <br />HIGH PT STA: 110+41.32 HIGH PT EL. 573.23 <br />HIGH PT EL: 572.46 PW STA: 113+10.38 <br />585 PW STA: 110+34.63 PW EL: 573.62 585 <br />PW EL: 572.62 LOW PT STA: 111+1Z79 AD: -5.50 <br />-� AD 3.75 LOW PT EL: 571.86 K: IZ27 <br />iY K. 10.68 PW STA: 111+13.45 95.00, VC <br />40.00' VIC PVI EL: 571.64 <br />o AD: 2.25 ao ro <br />580 00 o m tc K: 35.58 w 580 <br />FINISH GRADE AT + + <br />rn a ,_ ^ h 80.00 VC N "i M •- PW STA: 114+2Z 50 <br />{ u�i o rN. o+N 'ny DRIVEWAY (TYP.) .: t^n .^_ t i PVI EL: 568.35 <br />^ v M.i vi l:i EXIST. GROUND AT tit 4i AD: 2.50 ¢ m <br />1-O°W GiW LO •. +�- ^o >; DRIVEWAY q (TYP.) �� K: 16.02 <br />o� �h coca W o 40.00' VC <br />575 _� <br />o 575 <br />42LF 12" SD �� _ - ^otn / i vLo <br />o, oo� <br />S=B 56A� <br />Call_ + d+I Z +ou <br />1.15% -1.25 Do <br />m WW L00% i ^� I �-(0'*++to <br />2.50% <br />570 117LF 12" SD ¢ c"'i cW) C0J cW, Z o p w 570 <br />u <br />S 5'm'm W <br />--- - - - - - - - - - - - - - - - - - - - - - - ------------I _20$ <br />4 <br />RIM=5 TYPE 1 I STORM VAULT I I STORM VAULT <br />RIM=572.23 118LF 12" SD <br />565 SEE SHT. C3.32 SEE SHT. C3.31 565 <br />569.031E(12'S)=669:49- S L l <br />569.031E(12'N)=56349 a50% CB 120 TYPE 1 i 0 <br />RIM=571.86 <br />CB115 TYPE 1 IE(12'S)=56A73 <br />RIM-571.76-571.54 56Z83 L----------------------J L----------- - -J <br />IE(12'E)-566e95 56Z24 7LF <br />560 IE(12'N) �.r 56Z24 Z 12" SD 40LF 12n SD 560 <br />56Z39 IE(B'W)=;§ �.r CS200 TYPE 2-54' <br />5=0.00% 5=0.00% <br />TO CS200 RIM-576.9e 570.26 <br />IE(12"W)=56�69 563.05 <br />CB220 TYPE 1-SOLID LID RIM--57-247 572.20 IE(12'S)--489.. e9- 563.12 <br />555 1E(12'N) ✓69.76 569.50 555 <br />IE(61S)-569- i 569.50 <br />EXIST. GRADE AT DRIVEWAY'1 (TYP.) <br />550 FFINISHED GRADE AT DRIVEWAY q (TYP.) 550 <br />C) I . * . . py d- �"� ,^� d- ^µ d- n �"� O �"� N t7^i CO ^y O'�i �"� h M <br />CIA <br />�' to to �'h `Ito �'to `n W) �'tn �Itn to to `� LO to �,tn �'tn <br />I 109+80 110+40 111+00 111+60 112+20 112+80 113+40 114+00 114+60 <br />DRIVE L <br />0 5 10 <br />VERT. IN FEET <br />0 30 60 <br />V <br />aCsbelow. HORIZ. IN FEET <br />rwh <br />r wh hefore you dla. Copydght ® 2020 CPH Consultents, LLC. All Rlghts Reserved. <br />� o <br />Z W o <br />o � o <br />¢ Of a m <br />w co 0 <br />I pzp aa z_ <br />U z U <br />0 3 0 o aIt <br />o <br />U O It <br />j CO D <br />a ¢ O O <br />LJ o <br />U <br />U cr <br />w m <br />1 GI 1SI 24124 <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 />I..L <br />Uj <br />Z <br />0 <br />O <br />LL <br />CLIENT <br />z <br />0 <br />z <br />z_ <br />x <br />3 <br />z <br />z <br />0 <br />O <br />U <br />2 <br />i <br />O <br />x <br />O <br />z <br />in <br />C) <br />Uv� <br />J_ <br />0 <br />z <br />a <br />Q <br />U <br />LU <br />Q <br />O <br />�L <br />Q <br />p <br />QW <br />w <br />w <br />�o <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 r 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 98MI • (509) 293-7731 <br />www.cphconsul}an}s.com <br />PROJECT NO. <br />0024-18-042 <br />DRAWING <br />C3.22 <br />SHEET 27 OF 62 <br />