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0 <br />SW 1/4, SEC. 07, TWP_ 28N., R05E, W.M. <br />CONSTRUCTION NOTES ❑ ❑ ❑ ❑ ❑ ❑ m U U U U U U U f <br />O AC PAVEMENT VALLEY, FLOWLINE <br />O APPROXIMATE GRADING DAYLIGHT LINE N z W a <br />U ❑ <br />O MSE RETAINING WALL PER DET. ON C3.100 a <br />g Y (7 2 <br />OCIP CONC. RETAINING WALL PER a o � <br />STRUCTURAL DESIGN o W ❑ z a <br />z <br />❑ a a z <br />r, a a c7 <br />LEGEND J�❑JJa <br />a o o a❑ z <br />m J o a m as as 3 <br />U Z m Y m (.7 (.7 <br />X5°5.8D FIG SPOT ELEV. z <br />MATCHLINE STA 22+00 SEE C3.01 <br />2.0X fly w a o 0 o Y Y <br />PAVEMENT SURFACE GRADE o <br />MATCHLINE STA 110+60 SEE C3.01 ■ N - a' tr <br />5s94p AC PAVEMENT VALLEY, FLOWLINE <br />51yb�x 3 y1 I 51 . A 9 °j� i ci a�0 i o a�0 1 FF= 00.0o FINISH FLOOR ELEV. <br />O I / �li 2.0% �S 8 1,.@�� S)� I @ I. �'h g o i m- m m <br />`dry —100— — EXISTING TOPOGRAPHIC CONTOUR <br />I' a �1 B®a - as - a 4° as �`aa--- as a� °° as L---aa as as °° oa aa°° °° I C.70 —100— PROPOSED GRADING CONTOUR Z <br />I vv <br />o I o 1 1 1 _ _ 'I irk I is _ - — — — - GRADE BREAK <br />I r <br />E.13 'U9 El+ o ° — — — — — <br />MSE WALL <br />I � I � I -� ° � � _III <br />�.f q o Iai 8 e4 <br />7F TCIP WALL <br />EL <br />��1? PACT COMPACT COMPACT COMPACT COMPACT ACT COMPACT COMP I all I I I, 4 �n^ ". �, <br />yyl Sal 73 Isl $ �;_ �C <br />o h1 80 �� �i IFS TB ly <br />W W W W W W W Y <br />5 o I g4 510 1. SPOT ELEVATIONS SHOWN REPRESENT ONAL �Q <br />+ 0 9a+Co e m FINISHED GRADE AT THE FLOWLINE OF ^' <br />+� <br />° n CIS CIS \l °0 73so I f FACE OF CURB OR FINISHED PAVEMENT Y� <br />n <br />I TRASH sD DRIV � / .... I I ,I rj 8 ELEvanoN. <br />51 - SS �� SS SS o SSS SS S SS SS I u THE AS -BUILT INFORMATION <br />ti ae s 3 ✓ GAR 73 80 <br />159 13' g15� 3� so F Ferry F F F F F F F F F39 F F F r36 F F F� ..:.III 1 ,I 8 2. SEE ARCHITECTURAL PLANS FOR BUILDING SHOWN ON THIS PLAN IS PER <br />1 -- --- 0 5721 --- --- S 5 °� LII o o FOUNDATION DETAILS AND ADDITIONAL A FIELD SURVEY PERFORMED <br />s — :n o >< n <br />I I des, s �3• II '� I ELEVATION INFORMATION. BY MEAD GILMAN ASSOCIATES <br />° 3 �lgll ANDIOR RECORD DATA <br />s> S ti k OS cn P q r f I m 3. FINISH GRADE PROFILES OF DRIVE PROVIDED BY THE <br />o � � I ae ,� �, 0 9 Iw s <br />1 •E!' k• <br />a. y 3 0 ALIGNMENTS ARE SHOWN ON SHTS. <br />�• 51 "�' > I � � *i 1 �i 1 1 DTi I � I I CONTRACTOR. <br />I� 1 5 5 '� 5 5 <br />FE <br />/ I 1 LL - - — -------------- --- ----_ _-----sue—° --- - --- _ o--- --_ -- ------ I of o l C3.20-C3.23. <br />s h1A 4 _ 9 °� i l s M4 ° 4. ALL LANDSCAPED AREAS SHALL BE <br />----- <br />I— ° III RD RD RD r D _ _ _ D RD RD --- RD — RD � RD RD _ _ _ RD RD RD RD _ _ RD RD �RD RD RD <br />p - - ---=r -- r =---, ----, yAMENDED PER DOE BMP T5.13. z <br />D fi o s> ° o T e s a POST -CONSTRUCTION SOIL QUALITY AND <br />>t <br />�° - - DEPTH AND COE STD. DET. 202. 3 <br />ry g —_-- V 5. WALL 4 IN HEIGHT OR TALLER REQUIRE <br />a I _ q4`a' q1 g s� I s> # -w -5 D'� W SEPARATE DEFERRED BUILDING PERMIT. o <br />= C.14 _ _ C. <br />F.E. ° LL �I f1b <br />/^ Ci <br />~ E E E —Ro Ro N Ir �� 1� n i v+CO <br />I I o I III ° � � ° <br />------------------------ - --- _I �. h10 n 3 - -I-- --- + x <br />r - - - 80 UNITS fi GAR-574.60 �s �g > 5 moo" O <br />o = ---- -----------------------66-STALLS---4l------------------------- 1`'1 as O Z <br />------------------------------------- o h h1 �I <br />En <br />RD IVEC <br />® ® E E v h� 1 s3e L ° r m 11.1a g� F ry (/) <br />LLI <br />96 1 1 Z <br />W h I <br />latldWOO 13VdWOO 13ydWOO 13VdWOO J <br />/ ''4 sal s 1� 9 `r-1 2 <br />D.6 D. <br />N <br />---- V <br />��_� ` RD RD ---mob--- RD -) -w-----s----J g S S SS FSS S SS <br />AN) � TRC- ---- ---- R RD RD Rds L-----J T/ 510' <br />n h m m �1�°�° D F — F -- F —Fi F— F/ --F —F F -- F — -- — -- ----- ----- <br />— CC <br />II I o s 5 u> — -- � <br />F F 5 F F F F F F 1 F F' F F F F >2 > �\ 0 L <br />I F F F Z F F F F 0 <br />j I w > m DRIVE D I 44+00 (Vi 1= <br />' I �25 ® 51a 1k' h1--- - _ ��---- ---- LLI <br />V�' I�---- - _ <br />(311 <br />3' so <br />LL <br />- 42+00 — <br />FI I h1 = --- <br />as ,Uj <br />o GAR= 4.60 ' DI VE D 'off' as as as Go <br />J -------------------------L-- -- - --- --- -- - --- ---- - <br />11r <br />I i I hti � ►. I h1+y h1}• 13g I h - --- ------ - - � --- � -- h - - ----- � � V z <br />cs cns Gns�cns 7' •��� 1k•-a" �7r <br />--- OO a <br />h 1 ---- - <br />---- <br />s >----- . ----k W r 1 <br />-- <br />1' <br />•�y. h .'90 � LLJ w <br />r <br />-- s <br />w w - <br />/T7/ <br />------ - o. - w <br />MATCHLINE STA 91+60 SEE C3.03 0 o <br />a � <br />U. U <br />CLIENT <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 I, 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. c p h c o n s u l t a n ts. c om <br />PROJECT NO. <br />N 0024-18-042 <br />DRAWING <br />0 20 40 <br />C3.02 <br />a <br />owwhaCsbelow. 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