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SW 1/4, SEC. 07, TWP. 28N., R05E, W.M. <br />0 <br />15 a <br />r whars below. <br />'all before you <br />RR SEE SHT. C2.24 <br />99 a.y^ 9 oo - 192+00 79THPLACESE 93+00 <br />194+00 <br />795+00 <br />I,o- o PROJECT BOUNDARY (TYP.) <br />i <br />0 a- SD 06T SD <br />57 ! / <br />a ° j0.72 °a E.n - ------ - -- / i tom.. �. <br />owl <br />--- <br />0 <br />----------- ----- - SD -- --- --- --- a--- -------- --- o--- a ,_ - - - - <br />w, p <br />.' 57 SD SD SD SD SDx SD 572 SD SD a SD SD SD r .I° -a- °a' �D a �6_ a a <br />° T ° ° CAF,- <br />[ Pn a - R� RD RIB--- RED RD � RD--- RD RD -ARC RD RD RD F- RD-� RD �RD-_-_1RD RD RD R RD rC�� �� ° ° <br />SD5 oa I Imp---°°� I °. h I '-®- I �°°---,I I °•-----, a I L----w S � I ° ° -- Gs I <br />-.1 E.I S� <br />I <br />E N 6 � n °e" °- - - - - - <br />114+00 DRIVE L � 50 m re510 <br />F F FV i7t,7 <br />J y TOE 56 . TOE 569.0 _z4- /F- - I11 F 1 L <br />W 6g o i yo �ls E E �I III TC 1056009.70 t. #J (1.5 TC-?69. / � F F <br />y1 31 / a <br />14L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - AMA <br />aS T I \\ \ LI P <br />GAR-573.50 --- - - -- - - -- ----- °I OW -Aft T o$ TOP 570.5 <br />r TOP 570. (0.5 r - / (2 TOE 570. <br />h - -_ TOE 5s8.5 y - I CONSTRUCTION NOTES <br />i v / g g s TOP 570.5 0.5)Et-q I A <br />Ny1)y 70. OS2 9v <br />o I / ® ® = TOP573. 2aj o �� �I ° VA V AC PAVEMENT VALLEY, FLOWLINE <br />o _ I TOE 570. TOP 571.1 02 <br />TOP 574.0 3) (0.5 TOE 570.E a hrD w \ o» I° °.-- \ O APPROXIMATE GRADING DAYLIGHT LINE <br />TOE 571.-9 I yl <br />Q °° ' 1 Ey a a s a (is ;\ L I \ O MSE RETAINING WALL PER DET. ON C3.100 <br />a o <br />°, I �s II <br />r o I ••. - - - - - - - - - J w 1 > > p. 4 CIP CONC. RETAINING WALL PER <br />A L-----w L-----L------w as <br />ON as as as as a as as as as O7 III b \ O STRUCTURAL DESIGN <br />sI III I . 'S� 01 v <br />II � I s� <br />p 11° <br />, I° <br />LEGEND <br />b.. <br />\ 11 <br />s�� ------ - - - - <br />°0 I X50s80 <br />--- ---- - ---- -- <br />FG SPOT ELEV.--------- U) 20i PAVEMENT SURF <br />ACE <br />GRADE <br />RD RD s--- --- --- --- <br />0% <br />'y1ry[o 4. AC PAVEMENT VALLEY, FLOWINEoP y <br />tie+FINISH FLOOR ELEV. �-$ <br />�- -inn - - EXISTING TOPOGRAPHIC CONTOUR <br />II L II li <br />I <br />RP F�: <br />III 1 ~ 10 <br />, I / <br />/ II li <br />I 1 I I <br />4 (I y1.yy91 I I <br />III <br />I I II <br />I I II III <br />�II <br />AR=5 3.5 <br />L1 <br />L "Ib 8 <br />v I 1 411' 33•p0 <br />bp o <br />/ R i II I yqq 7�i <br />g 'III y1ry90 y1y51 cn <br />MATCHLINE STA 110+60 <br />,54g 10 <br />xo 5.3% <br />SEE C3.02 <br />11ni <br />sir����aim <br />.I <br />�,I y10•� 8 y10�� II l a <br />IP m J° <br />a l 11 SRO �,O 0 O III ° <br />II a I I I <br />d <br />�m RD t R� D '� asS I II.6a .. w <br />i■ s• <br />�r TYP T w <br />' I I 197 <br />1' <br />$ V RIES , <br />I <br />L•I II � � � o �'��� Iv,51032 <br />MATCH LINE STA 22+00 SEE C3.02 <br />-100- PROPOSED GRADING CONTOUR <br />- - - - - GRADE BREAK <br />MSE WALL <br />® CIP WALL <br />NOTES, <br />1. SPOT ELEVATIONS SHOWN REPRESENT <br />FINISHED GRADE AT THE FLOWLINE OF <br />FACE OF CURB OR FINISHED PAVEMENT <br />ELEVATION. <br />2. SEE ARCHITECTURAL PLANS FOR BUILDING <br />FOUNDATION DETAILS AND ADDITIONAL <br />ELEVATION INFORMARON. <br />3. FINISH GRADE PROFILES OF DRIVE <br />ALIGNMENTS ARE SHOWN ON SHTS. <br />C3.20-C3.23. <br />4. ALL LANDSCAPED AREAS SHALL BE <br />AMENDED PER DOE BMP T5.13. <br />POST -CONSTRUCTION SOIL QUALITY AND <br />DEPTH AND COE STD. DET. 202. <br />5. WALL 4' IN HEIGHT OR TALLER REQUIRE <br />SEPARATE DEFERRED BUILDING PERMIT. <br />N <br />0 20 40 <br />PLAN IN FEET <br />Copyright® 2020 CPH Consultents, LLC. All Rights Reserved. <br />FS wo > r <br />OVAL <br />THE AS -BUILT INFORMATION <br />iHOWN ON IRIS 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 />C) <br />U <br />0 <br />0 <br />CLIENT <br />z <br />0 <br />z <br />z <br />zz <br />0 <br />U <br />2 <br />i <br />0 <br />x <br />z <br />z <br />I <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 />11321-13 NE 1201h Street <br />Kirkland, WA 9e034 • )425) 285-2390 <br />101 South Wenatchee Avenue, Suite C3 <br />Wenatchee, WA 9e301 • (509) 293-7731 <br />www. c p h c o in s u l t a in ts. c a <br />PROJECT NO. <br />0024-18-042 <br />DRAWING <br />C3.01 <br />SHEET 19 OF 62 <br />