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HomeMy WebLinkAboutR-412208CB_2 CHICKEN COOP r CHICKEN YARD 6 WF 39050 C) / 04 , _ a 3� I 309d0 369.20 3WS0 LLI 3BE20 3iso:4W6 I rxn r, - \1 1 100 f '39150 392W 93.a5 3�A5 �R� I III 1 36950 369.50 ass I(ETLAND BUF ER 1 ` I L A33 - CULVFR o N2J5 T_ BLDG A ` v3sz)e 912 PERvI US PAVER PATIOS -ALL PERVIOUS PATIOS ILL SEE PUN (EYE) ULTRABLO K Ex do33 f NOT EXCEED 2% (TYP) 0 r SF1 D RETAINING WALL (TYP) e SEE SHE C6.7 FOR 6,7 •W41050 F � io�e SHED W,. 410m ELEV TION @9 d04 0 MYI LJ Ex 414 ew 4o>,m -L (jG N 1 I MM 410.50 407.50 SY 396 L4 1 I _I ` ` --_ �'40ZsbvAI 41515 I \� \I 0\q3 396.1) 13950ib 402.042,1) W1� IW460 I ( I W)R� pl \ WI50 1 I x6n 402.17 W 93.62v I I I A BLDG B ,p v 1 1 'FEE 392.5 ' FEE'392.3 FFB39 5 FkE�t�I$CK ( ASPI 1 FEE'396.51 ` FFE 396.5 \ i7 r -F LTx - 39a]o x0.71 39ztis 3sys to. x I FFE 402. \ 39050 I 393.15 / / \� 39631 y 396.W FFE 402.5 h ' f%10983 24' J90.80 394,05` I ]950319fi.45 btu I ��tr/ �` -v '.,. 30 / G �' WAT B X -- `� - _ 4o2.45 4w53 D)s CONIC. _ w0]s 400.19 aao.az WA�f.4o ,P -I /_/-\9 // 39080 •• ••IX3911Y x9 5 \5 ll. ` IA Ex 341 SOf IXEx� 923 RE)B 393.2E 9550 I I V I I , / 1 I : A IX 39313 - Ex 39645E LSD 1 I/ v, vCEMENT L99BRETE "4n � - I - _ , v Ex es23 IC{M ONCRETE' 1 6 PI 127TH AVE ISIDE LN (TYf)) 4 N v 3398FF,,o��' . I' �A3tT 1 �1 Sr]4f - �' IX CUR�39)90 3 i�1 1 4 GUTTER CB-9, -I- 39711 i r 1° UP AT DRIVEWAY EDG CB-5 PER COR STD DTL 104 2 Ex a xH� _ _ Soso I \ \ (lYP),$TO �T- -- -DE 1 Iw 39sd '4~ x 1 F E / Ex ?a 3x Ex 39e ]: 7. 9 4I1I1 /'111139001 t , / 39375 \ yy /' ]93.bfi 3915,} V398d3� 11 .�. 04v 1. _-- rc o A I _ NATIVE VEG'GTATION _ - B9� - - - - iC RFVDI 5! f 39935P)� -- $2- GEMENtPAVEMENT-3945' tlT ANS��Rl�4. t11 \ BAO \99 Jor-_ - 1 x-WE�'d,�AND-.$ i {ii'P) I.ad 3996 11 L// Ex J9s:w I! E38 y 394.Od x4.zo x46o J96.10 39e0 I 399 io p3 j 11 B7 4<6 I W EX ETj DIP 2 1. 3.5// 3 le r 4ND A i//,'-wh 9 ]0 / 395.50 / I J98 J5 .O WOEX W 3 9. . 1 i � r i i I ./, / 3s .. .•�.�`.: ; CQN. Ex t..l 1 , I Pq �e3 - - - - - r �' - - 395.301 r a COS. -fit WALL I • 00s0 - - - 1391 I , 1 4111 1 4- /„f Ex 39e/ A P LT ON REl 3999s 1 PAVEMENT (TYP) 1- 1 Iil I MAIL KIOSK IX399 e3.. 1 ... I 11 �11 I BUILDING Ex49923 12735 SE 173RD PL ' (EX (EX - \I 39d 00 11 0 RPE= 24 Ex 46 A 9. 1 �1 433.43� �� 1 I 395,00 ]9 ao. FFE=40C.70 T 39s.W d\ I 'CB 1U MEM 39aoo S v v z'�,/ 39 I 7 I1so � °sb / / -/ /. .I _ I_ �v ,- �1, ��°°6 Ex ]94 I � CUR GLUT ER • so Al.6. , A16 / _ - CURB / I/ '.I I\ 'e. 1\ CB 13 1 AND CURE / E 393H5# 39390E - 3 I 15\ D .I. PROPOSED i, \ CURB. W/ GUTTER, ` IIII UPS RAMPS 11) r W LK - _G� 1. I `I 11 11 WET AN ' O K1Q1'P) •• ___ I FLl 1 14 1 . I. .. BUF FR-, - \ qg -v -I� ��CONC. DECK .2 �A13'� 1 3 r 1 01' 1 8' WIDE GRAVEL ACCESS a m l DRIVE SEE GAS NOTE O/H FFE=398.45 12735 SE 173RD PL C0NC. DECK 1 w k�' ^ • I , \ \ FOUND REBAR W/ ' MH-86-18 (PER SOOS -Aso S - .Ir I - + r CAP "31445" 0.1'S RPE=423.26 i . F CREEK AS-BUILTS 1 '-0 1 3 3 � OF PROP. COR. CB 21 FOUND REBAR W/ 141`u' WALL CTR OF 4 CAP "31445" EVE-g-1\7 L Q61 - -- CONDUITS_ - - PV OF PROP COR. '- ------ I 88'07'55" W _SD -r-. s 1 SD coterrn MAP w4 ov .a:„ os 1 @R 4' NOT EXCEED 2% (EYE) "All" TM' 1vLA ;00_ ULTRABLOCK RETAINING WALL 16 7 SEE SHEEP C6.7 FOR ELEVATION SIDEWALK® 2 6. " CX O� �4G trB i - CONCRETE VERTICAL 1 1lJ CURB (TYP) 6. \\ II A fin, 1 \ I 1 I \ _ I -11.9' 0010 RPE= w 430.00 / o 1 1\ II BUILDING �; 14 12742 SE 173RD PL v �- l ° C�' 14 A2 _ T 1 FFE= 398.10 \ , CB-22 ` ENGINEERING PLLC s ar 321 3rd Ave South, Suite 406 - Seattle, Washington 98104 •9� B� ISIs63� ph 206.596.7115 �S7arnD 4t, coterraengineering.com RI OEM W�44, DATUM M9 CIVIL CONSTRUCTION PERMIT RESUBMITTAL 'T 5 22 20 CIVIL CONSTRUCTION PERMIT RESUBMITTAL 2 5 13 20 (M CIVIL CONSTRUCTION PERMIT RESUBMITTAL 4 07 2 okm. PAN U IF NEFF ONE ING" I`"""L41m'""` N0. REVISION Br DATE APPR gym. NAVD 88 LEGEND ASPHALT CONIC. PAVEMENT 3 6. 4 CEM CONIC PAVEMENT 6. 2 CEM CONIC WALK 6. PERVIOUS PAVERS PER LANDSCAPE PUNS GRAVEL SURFACING ✓MAD PROPOSED F.G. ELEVATION fw 405.5 TOP OF WALL ELEVATION Env 401.3 BOTTOM OF WALL ELEVATION 011 3990 402 PROPOSED F.G. CONTOUR SLOPE DIRECTION --- SAWCUT LINE NOTES 1, FIELD VERIFY ELEVATIONS AND NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION. 2. REMOVE EXISTING FEATURES AS REQUIRED FOR CONSTRUCTION OF NEW IMPROVEMENTS. 3. SEE SHEET CIO FOR GENERAL NOTES. J 4. AN AUTOCAD FILE WILL BE PROVIDED FOR LAYOUT. 5. SEE ARCH SITE PLAN FOR ADDITIONAL INFO, GRADING NOTES 0�p :D 1. ALL EARTHWORK AND SUBGRADE PREPARATION SHALL BE PERFORMED IN ACCORDANCE WITH THE REQUIREMENTS AND RECOMMENDATIONS OF THE GEOTECHNICAL REPORT PREPARED FOR THIS PROJECT. 2. FINISH GRADE INDICATED IS FINAL SURFACE ELEVATION FOLLOWING PLACEMENT OF ALL SURFACING MATERIALS. LU d 3. GRADE ALL AREAS TO PROVIDE BASIC DRAINAGE AWAY FROM THE BUILDING. FINE GRADE AREAS TO DIRECT z DRAINAGE TO DRAINAGE STRUCTURES. Q 4. IMPORTED FILL MATERIAL SHALL BE OBTAINED FROM A - WASHINGTON DEPARTMENT OF TRANSPORTATION L) APPROVED SOURCE SUBMIT CERTIFICATE 14 DAYS PRIOR TO CONSTRUCTION [[ 5 ALL DISTURBED, PERVIOUS AREAS OF THE PROJECT C/) SITE SHALL RECEIVE SOIL AMENDMENT PER COP STD z DEL 264.00. SEE DI 4, SHEET C6.0. O 6. SEE ARCH & EA FOR ADDITIONAL SITE INFORMATION. L) J 7. ADA RAMPS SHALL NOT EXCEED 12:1 RUNNING SLOPE AND 2% CROSS SLOPE. ACCESSIBLE PATHS OF i TRAVEL SHALL NOT EXCEED 5% RUNNING SLOPE. :..) R-412209 - IN COMPLIANCE WITH CITY OF RENTON STANDARDS = MSippo 06/03/2020 CITY OF LA FORTUNA PH III PRI RENTON 17210-17324 127TH STREET, RENTON, WA Canning/Budding/Public Woks Dept. PAVING AND GRADING PLAN CL Q Z H 0 LL �02/13/20 J .reFIEU = C3.0