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SW 1/4, SEC. 07, TI 28N., R05E, W.M. <br />U <br />i <br />f <br />f <br />f <br />f <br />f <br />f <br />f <br />of <br />D I �- �'• I � III III III 51#�5 A °�. ` ` ` ` �` `` ` `` ` `` ` `` ` / //�Yi ° i � <br />1 / fA O <br />tr s 51 ❑ w <br />/ W U <br />5 / o <br />+r• r A � � � � � � \ O w � ga_ <br />Q <br />1 + .02 1�l <br />HLINE STA 91 60 SEE C3 <br />aaII ,S a• •j. �r.e. / / / i' O w <br />10+ ElI / TYP. 3 / TOP570. 3.5) w v�i c2 0 o <br />h1 h h1` y11 �o / ��`��`��`��` a z z ❑ <br />------ ----------------- ------ 70 UNITS }- ° - Y 8 2 J z z ca <br />I GAR=571. 0 S0 GAR=571.90----- -x--- - z o a s a <br />1 514.44 s, 101 rs ►P 1 ------ --- ------------- --- ------ ------------------- -�----------------------------------- ---- ----- --- 0 3 0 ❑ o <br />r4 01 <br />4a �6) <br />CALLS l ` <br />11 h1ti' 1 _N y11' DRIVE M 5 90 - -� - - -T `�R / ° q �n w a w <br />DRIVE F 51 p 1+ \ ! h ` �`IL w <br />TRASH ro �) <br />\ S S i 1b ® ® <br />1-1 _ ------ ----- --- <br />\ ti ti <br />aA GASr IGAs y y1 ° y1k L ° <br />S, <br />o I w / <br />�- <br />1a �r r <br />n h I ,P, {t y1R 29s h1 m 513' e ° w- - --� -_- _ _¢---11111� III III IIII� _ J <br />I I - --- -- ---- _-----'°- a 3--- -- ------ ----- <br />I h1 ❑4� .53 1 ( h10 h - 50 I <br />° I I I I I � � I, � I � 51• ° � x / / I W� <br />s9° TYP. 1 0 1 V 1IYP. s��si 51061 Ala� �I u <br />s� y10 li y10 y10 hT li o� / TOP 5 1 - - - S ONAL <br />s s------------ DRIVE ss+oo <br />- h as as4 1 - <br />s---------- ° i <br />SD <br />I I W W W W h106A <br />UUJ,44 °� <br />THE AS -BUILT INFORMATION <br />s s3k00 ►ti o s� s� s� s�o 1ti s� m511 g1 51�' / SHOWN ON THIS PLAN IS PER <br />A FIELD SURVEY PERFORMED <br />011 \ sA vavloa rwawoa 13Vaw0313Vaw03 Vdw dw 131111311113111 ravaw a BY MEAD GILMAN ASSOCIATES <br />11 62+00 57288572s0 s'? s>i / s�o ��1 / ;0,0/ A PROVIDED BY THENDOR RECORD <br />`� "0 1, g J $ h1 �� CONTRACTOR. <br />/ �\ 90 �� DRIVE <br />I- <br />A/V T 41 q <br />1 L LJ <br />\ s 9 p h� o N 0 \ T \ /0.20 <br />5�4 51 R."O' i� ` \ ` ` �` ` \ <br />\ y <br />of <br />00 <br />?9d c'e <br />h1MATCH EXIST. ) <br />E 90 SO F 15•Z4J ` ` \ E� ° <br />cJas_---------------- / <br />e I I o I I hlko'� y1'k 1.0 TOP 572. <br />h h TOE 571.0 <br />IN W <br />h1 I W W W !_ _ <br />W <br />i <br />I - - <br />otSD I 1 ° <br />S s- se-- sue- <br />/ /.40 <br />W IW W W w w W1y572.27 <br />�2.13 <br />o I rn rII - - c -- ------ \\ <br />/ <br />� III � l `1� <br />2.0% 2.0% I s 6- ! / - - - - - - - - --------- <br />o II h <br />I `i' i .l • i •• i •'_ .. i •, rv: .i <br />II = \ / O <br />W 1 rrP. I CONSTRUCTION NOTES <br />11 1 I I � �� 11 /- � _- 1-•. <br />cn <br />1 G s AC PAVEMENT VALLEY, FLOWLINE <br />Cr <br />°14 <br />I \lb, h16y o 'ss� ssoo 621 csq O APPROXIMATE GRADING DAYLIGHT LINE <br />+ EXIST. EVERETT DAVITA <br />DIALYSIS CLINIC 3 MSE RETAINING WALL PER DET, ON C3.100 LIJ <br />z <br />spa susb1bI (TO REMAIN) <br />h16 SIP CONC. TRUCTURALRETAININGDESIGN <br />WALL PER N V z <br />L.L <br />---- -- --- O a <br />i - LEGEND O U� c� <br />vv V <br />'ICI CABL VISION I SMT <br />REC. NO. 981216069 I \ i ' P / 010 X 505, 80 FG SPOT ELEV. Ljj <br />I \ / <br />II 5 --- -------- ------.I I ------, --------------------- o / 2.0% PAVEMENT SURFACE GRADE U' <br />o� <br />AC PAVEMENT VALLEY, FLOWLINE <br />G <br />FF= soo. oo FINISH FLOOR ELEV. <br />61 -100- PROPOSED GRADING CONTOUR <br />575.95 / Oe C? <br />j - -100- - EXISTING TOPOGRAPHIC CONTOUR <br />515.08 <br />1y1 -h0- +575.87 � CLIENT <br />/ 1 <br />10.00' SEWER PIPELINE ESMF. � s / / <br />x- ---------- MATCH EXIST ♦57 REA. NO. 2297684 > <br />z <br />O <br />z <br />z <br />x <br />z <br />7 <br />U <br />x <br />0 <br />0 <br />x <br />0 <br />z <br />in <br />I <br />x iCh16 Cq ----- GRADE BREAK FOUR CORNERS, LLC <br />o a , 5�k9--------� 10900 NE 8TH STREET <br />s x �1 s� e / MSE WALL SUITE 1200 <br />BELLX 515 i �s a1 / /A 98004 <br />E (425W4 3-9551 <br />V/Z�� q CIP WALL PHONE: <br />x TI h11y h11k - - -- ,\ <br />F <br />i` <br />' ..... i ° r .. . a.: r. . a s i. . . a a •.... i • .sl °. r s•..pr .• vi °iv•l \ <br />�q <br />e �o <br />N <br />15 0 20 40 <br />rwharsbelow. PLAN IN FEET <br />:all hefine v ii err, <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 INFORMATION. <br />3. FINISH GRADE PROFILES OF DRIVE <br />ALIGNMENTS ARE SHOWN ON SHTS. <br />C3.20-0.23. <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 />Copyright ® 2020 CPH Consultents, LLC. All Rights Reserved. <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 98MI • (509) 293-7731 <br />www. c p h c o in s u l t a in ts. c om <br />PROJECT NO. <br />0024-18-042 <br />DRAWING <br />C3.03 <br />SHEET 21 OF 62 <br />