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SW 1/4,SEC 07,TWP 28N, R05E W.M. <br /> cV <br /> N CONSTRUCTION NOTES m <br /> CEMENT CONCRETE DRIVEWAY RAMP. TYPE- 1 PER <br /> o COE STD. DET. 315 <br /> E O TYPE E-i CEMENT CONC. CURB RAMP PER COE STD <br /> d 2 DET 309, LENGTH PER PLAN <br /> a <br /> tio O SAWCUT, REMOVE AND REPLACE EXIST. AC, MATCH u <br /> >v EXIST F <br /> cm O4 PIPE OUTFALL PROTECTION PER STD. DET. ON C3.110 <br /> y NOTES, r <br /> U 0: 1. CATCH BASIN LOCATIONS SHOWN ON PLAN <br /> STA 196+30.29, 26.61'RT z o <br /> MATCH EXIST. ` REPRESENT CENTER OF STRUCTURE PER STRUCTURE 0 3 <br /> PLACEMENT DET. ON SHEET C3.110. Naj <br /> li C530, TYPE 1 - - - EE <br /> 2. ALL STORM DRAINAGE(SD)CONVEYANCE PIPE SHALL <br /> i W= INT 196+11.77 79TH PLACE SE <br /> BE LINED CORRUGATED POLYETHYLENE(LCPE), LINO. <br /> w =20+00.00 DRIVE A RIM=560.51 w <br /> STA 196+11.79, 26.62'RT IE(12 SE)-55784 AREA CONVEYED PER / 3. CATCH BASIN INLETS SHALL BE STANDARD o <br /> i 25-FT DRIVEWAY 19LF 12"SD 79TH PLACE SE QUIT CLAIM DEED CB(J/5012) RECTANGULAR FRAMES WITH VANED GRATES(20 z24') <br /> 96+00 = REC. N0. 1862950 RIM 550.68 p0 PER COE STD. DWG. 406 AND 411. SOLID LIDS FOR z <br /> - �- - - - 197+00 _ \ 195'00 6"CONC IE 549.43(E) / TYPE 2 CATCH BASINS SHALL BE LOCKING FRAME <br /> AND GRATE OR LID PER COE STD. DWG. 611 (UNO). <br /> RIM�6 O.63 /� - 2t o <br /> ll 8'iDl IE 557.74(E) 4. TYPE 1 CATCH BASIN TO BE PER COE STD. DWG. <br /> STA 195�tl6.29, 26.63'RT / / - <br /> CONN. 74 / / INT 315+0.00 EVERGREEN WAY 402. T1PE 2 CATCH BASIN TO BE PER COE STD. <br /> MATCHiEXIST. N /CONN. TO EXIST. CB <br /> CB(#4078) / CB j{6187 �� =200+0.00 79TH PLACE SE DWG. 405, DIAMETER PER PLAN. <br /> STA 20+6J.29, 43.39'LT RIM 5.5g/91 // RIM= 559.06 Q�1 <br /> -w w w w FND MATCH EST 2 8"p1 557.35w(W) 8"'DI IE 556.86(SE) RiMI#10 <br /> 5 <br /> '.:. .,. /.,... '-6'fU: ' 9; ..,�. • w w w "-DI-IE wS W w w 3 ER) <br /> w / <br /> a 6"C C IE+549. <br /> - •• •• \. CH GES TO 8"UND GROUN <br /> -EXIST DRIVE ----- \.' � <br /> \ a o vi D SD -5Q- rn AISLE TO-REMAIN <br /> AREA C NVEYED PER DEED CB(y5065), TYPE 1L <br /> \ REC. �. 9506280333 <br /> \ \ FB,¢6186 t\ f•° RIM ONC IF <br /> I = 558.52CONC IF 547.98(Stu <br /> \ \ \ ••"+ NC IE 547.- (N <br /> \ 8"ql IE 556.61 (NW) \ ,r �. /y✓/ //�jT I C\ 13 N 2 48LF / '.o �I I I 1�47 (((��� <br /> 8"DI lEv`56.48(S) \ f. bb �4 <br /> O 0RIM <br /> \ <br /> \ "THANK YOU \ \ <br /> 2 <br /> UNc iE 55I.92(W) <br /> 34LF McoONaLDs O O 1 � \ 12""C;CO C IE 551 2(SW) <br /> a ! a 0 \ / 2 C NC IE 5 92(SE) <br /> ST 21+0 8, i 50'R 09L 2 I�i a1�J I `� •° ®� ° \ /� ' B(g50 ), TYPE ROUND a <br /> / / n o \\ I c RIM 5 3.23 3 <br /> 1 + 12.5' �\ /a •STA 20+99.76, �B'LT ° 9 / p 2"" ONC IE 9.13(N z <br /> .\ \ I i .9' 2 • - o a / C LV 12"C C S IE- 5 8' 12'•CONC IE 49.53( ) J o <br /> \ �i HEIST. U,_d__ fib / a•/; / 1 "CONC 549.33 <br /> q <br /> °z <br /> W B(#50 ), TYPE O N <br /> I > \I C556.2(W • RIM 55.97 T <br /> �2.5' fE o 9 y <br /> I I \ RIM= 558.45 8"CO C IE 55 67(E) <br /> y I I \ .END STA 21+08.8, 23.53'LT 2 8'•DI IE 556.40 ) f C 5086 TYPE i U V J <br /> / 8"pp IE 556.48 (f/ W <br /> w 29LF 2 _\\ SD-�.SD SD 5� g� EXIST DRAIN E a <br /> !� STA 21+51. i, 16.05'LT SD 00 SW E TO R IAII RIM 554 4 <br /> I I ® o BEING, MAT EXIST 2 <br /> / \ a o}P i•I - o IE 554 C VERTS 1'2" NCI E551. 5( E) w L Z <br /> �212" ONC IE (NW) <br /> Q <br /> A J/ 2.0' S IE 5 4.15 Z: cf) 0 <br /> \ RELO ATE DONA S RIM11 S 558.4 �f /6 7a 3-8'bl®EVERTS �`aQ1 1F W <br /> \ \ WEL OME" GN IE 55.15(N / IE 1 V' O � Q <br /> \ I \ X 8` 1 IE 6.14 ) IE .63 0 <br /> R OCA E IST. LUMIN RE / o t- <br /> C7 <br /> 1 "\DI IE 556.0 S S' IE 4.63 <br /> U z <br /> � 3 TYP-� \ STA 21+74.43, 15.8T LT \\ O LV 41'bl IE= 555.79' / .3•• ,y VV <br /> ® END, MATCH EXIST. 2 N CB 1324 / rr__ U <br /> cl� RI (558. // /-- CB J/614 / V� J � w <br /> I 178L 2 a; O RIM - 58.50 2 <br /> 1 STA 21+98.65, 14.96'LT SDMH g6098 `S iB1�lE 556.86(NE) / �` m w <br /> BEGIN, MATCH EXIST. 2 W/CONTROL STRUCTUR 6"DI IE 556.86(W) / 8"'DI IE 556. (N �, O <br /> I \ RI = 559 5 CB#13 5 "' I IE 55 W) <br /> o <br /> f \\ 8"D IE 55. 3(N) UNA 5 E-iO EASUR e o / L v <br /> UNABL TO SURE <br /> �I 5q..35 \ ONTRO STRU URE 1L 12"SD 3- ' 1 CULVE IS <br /> -0. / 1 54.39 / CLIENT <br /> _ R=5 <br /> _ <br /> III o A U DRIVE THRU - - - <br /> -MCDO ALDS STA 22+170.69, 13.12'L FOUR CORNERS,LLC <br /> T 2 / \ 1 <br /> AP / / SS 19000 NE 8TH STREET <br /> SUITE 1200 <br /> -554.39 (N ) SOLID OUND Lit" BELLEVUE,WA 8004 <br /> RIM 55.02 (425)453-9551 <br /> V DI AIR / 12 DI IE 553.7 (SW) <br /> SEE\C1.00 FOR DET. 12" IE 553 9(NE) <br /> DRIVEA 23+00 <br /> .pp + 58874129'b -- <br /> \ m - -- B10 T 1 <br /> 9Z3T--i- <br /> 83.11, .99'LT <br /> 0 <br /> - \ SITE 29LF 5%SD RIM 8.33 <br /> _ CIPIH <br /> --- -----------------------' �'�O S=.75% oo/ IE(i SW)=55.54 <br /> IE 2TlE)=5 4.54 <br /> -A-314 '4 - - 1 / CONSULTANTS <br /> t z I ---- -- ---- ----- ---- - -- ----- ---- \____ \ - .moo \ T 311+ 0.55E GREEN SiteRanning-CidlEn ineenng <br /> �^< 2.8' � / =24+ .00 DRI A Landscape Architecture•Land Use Consulting <br /> h \ 1 \ --- ( -------- -- 11321-B NE 1201h Sheet <br /> 10'iM EXIST. CUL e III WA 98034.142512es2390 <br /> `a \ M TO BE REMOVE 101 Swm wenmchee Aye-was 0 <br /> z 'ROAD W011 0 �O B2o, i weomchee.WA 98@31•(wal2aan31 <br /> \ STA 23 78. 4, 5'RT w.cnncoe:uueot:.cem <br /> P POSE 10'M AHEAD" RIM= 9.3� PROJECT NO. <br /> o \\ PN Ems) _ _ _ _ _ _ t C6100 TYPE 2-48" I IE(1 E)=55 6 0024-18-042 <br /> \ STA 311+34.20, 55.89 O G DRAWING <br /> 1 I \ RIM=560.26 _ e <br /> (P150 SOLI RO LID <br /> o II I \\IE(12 SE)=556.50 2- 12"/�$ P OP " I 556 a9( 0 20 40 C3.01 <br /> \ S-0 i Know what's below. <br /> o n \ 12"DI 5 E)OP PLAN IN FEET Call before you dig. <br /> E f / / / / .,.,�./ / / \ / / / / // // Y \O / / IE= 6 7 SHEET g OF 21 <br /> cownWt®zozo wM coy:one"Is,uc.au a.zn�aex,�a. <br />