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HomeMy WebLinkAboutTED4003736.4LLJ J Llj z w �" L 7 z O O a I® z ui Ir LL a i i i i w X LJ F— F_ O 0 O U N In O CN rn W i= a 0 0 i N d i c W c (31 CN Lf s En O 0 In i n: 7; TiTpl I M ��_� i I I ,: \ ;�' t `? ; St 4(y 402.69; �„�.�., , � •: y \'',�`'.. ''t,\`'"'� ` `�_ i # 4020E (- �< ,; 4,' '^„4;z rrll ,'rrlj 5•. `�.` 4 .062d91 I I 1 -20Mi ---------------- `� li ;•� ? , `,ef(�1,99 � .4A_ ii i ` ' i 3; II '- ` 4Si2'.2 403�i `3� `.., svi u; v 402.4� „�-•'°fiIF'-•c ==c=c= -- ------' �12 SEER AAN€I�aIE: CIA} 0 10 20 40--------------� _a=' � _ S= L_�= ------ _ - .;`'' :_= 1 += �r4dSs20 W' H , a°z� �?.oz ------------------ ------------ - - -----_-________- --- - �.. MP 402.47 - ----- --- ,'I NI 408,45 i € -- -- - 5 ?4 N._E _- -�-=2.13 1`4J) I 24 4 l r? '$ DEEP R.I:I 405,20 R€M %. k i, -". .. mil.. `tC � m 24" ":i EE 1 {. '.' i) �, 1 4 CCI� C N 82' 9 � � .. 016S +0 E ,S 17 - _ _ W p i Cl�i 4C(� 3 - _ e PVC d x x :�' CATCH ff 391,87, TYPE 2� ,( NC W , 0L RL `: G 'tYi3� E RO : 1, s G. V`'R,T SE �•26 v� Jf! 12" C P E 3I�r8.60 �..... CATCH BAD N "'� RIM 40 29 1 CMP E 4-C3,29 12" DJ, S 405.44 12' C P W 403,39 S% — L ..4 V12" CMP d> 3 5,5C w f CAY = BASIN, SDI . ' R.. = 402,77 t ::. ,.::: __._._... _. m ' 12" C.%1NC E w. i 07ADJUST BOX TO MATCH FINISHED GRADE. LID MUST 1 M" CONICN = 3:�B,7 1 _-� t- C -� - m BE TRAFFIC RATED. REPLACE IF NECESSARY. 404&.1 ME s 1 1 r t:".. 4 7 „a 4 4 4Vic j - a I � H _ _ - DRAIN ROCK RAINGARDEN 6" WRAPPED PERFORATED FOOTING DRAIN. CONNECT \ \ \ \ \ \ \ \\\� " ��, /,\/�\/�\/�\/�\ y,\i. 18 TOPSOIL MIX. REFER TO TO STORM �— LANDSCAPE PLAN FOR SOIL RETAINING WALL W/ AND PLANTING DETAILS PROTECTIVE RAIL. SEE STRUCTURAL SECTION A NOT TO SCALE NORTH LINE NIW I '4 , i .... le -AL P 40 H:., t,`+ 6 4°o.ao N. u ! r C€ ; � Ia�t 2 RNA 12' 3.97,82 w i i 12" CON' S — "97,82 I� MAINTAIN 3' MIN COVER OVER SEWER 1 I { I P PE THROUGH THE RAIN GARDEN (SEE E I 5 FOR SEWER PIPE ELEVATIONS). I I 1 I .. r f —,POWER POLE 4°/ RR SR ICE: 1 ( SITE BENCRMARK I EWES �s ,._. 60, 1�, ? CATCH BASIN I I RIM W 39& 14 a 8" CMR c: W-395,?C 1 i E MATCH GRADE ALONG SAWCUT LIME t f - 1 7 BOX ' I 4PN 152305-9084 ( € I CATCH BASIN R€Eb} ,�7.43 12 l _ , S = 395,38 t � „ S" C P N _ 395,35 -- — CATCH FSAS€N ,, "W I j 5I/ E. RIM = 397.9 12" DJL N = 395.37 F 12' C.I. W = 395_3 7 ACCESS ; .: H BASIN 1`2 »,I, S�- m5.�r.�E 41 E 2s ADS W 3 f,llf3 €MAILBOX it-------- 3: -CATCH BASIN p; RIM 401,71 �1NC ';97,36 . 2' CONS. W 3 59' 2 CITY OF RENTON 11' j Approved by: lk; Date: L2-o FACE OF WALL AT SOIL = 398.40 (BOTTOM WALL/FOOTING ELEV= BY OTHERS) 402.5 401.35 -- 402.0 Approved by: Date: F I&L AT SOIL = 4 ------------------------------------------------------------------------ — RAIN GARDEN WALL PROFILE Approved by: Date: SCALE: 1 "= 1 O' V/H Approved by: gQ DESUM DL araalll� DL oHEaTM JH NO. REVISION BY DATE APPR A SG 1 "= 20' AT PJU 1r to ONF SJCAPA ACCORDOCLY Date: IQ p1TAl:•111111110 1101"1 DATUM LEGEND PROPOSED ASPHALT PAVEMENT PROPOSED CONCRETE PAVEMENT as EXISTING CONCRETE CURB NEW CONCRETE CURB NEW CONC. SCALE EX. U/G POWER EX. TELEPHONE EXISTING STORM PIPE "" SC EXISTING SANITARY SEWER PIPE ---- SS EXISTING WATER LINE _ - w -------- PROPOSED SANITARY SEWER ....... PROPOSED SEWER MANHOLE PROPOSED STORM DRAINAGE PROPOSED TYPE 1 L CATCH BASIN PROPOSED TYPE 2-48" CATCH BASIN EXISTING GROUND CONTOUR PROPOSED GROUND CONTOUR PROPOSED FINISHED GRADE SPOT ELEVATION 400.5 PAVEMENT SCALE 4—' '�--- MEET & MATCH EXISTING ME SURFACE DRAINAGE DIRECTION 1 ALL EROSION CONTROL MEASURES SHALL BE IN PLACE PRIOR TO START OF CONSTRUCTION. 2. ALL SPOT ELEVATIONS ARE TO TOP OF FINISH SURFACE UNLESS NOTED OTHERWISE. 3. SEE C7 FOR CANOPY SLAB GRADES. 4. SEE NOTE ON T3.0 FOR ELEVATING SLAB GRADE AT MANWAYS, WALL ELEVATKAS SEE LANDSCAPE AND STRUCTURAL PLANS FOR WALL DETAILS. ELEVATIONS OF THE TOP OF WALL REFLECT 6 INCHES OF EXPOSED WALL ABOVE FINISH ASPHALT GRADE. WALL ABOVE 4 FEET HIGH REQUIRE A SEPARATE BUILDING PERMIT. 1 TW= 402.5 BW= 402.0 TW= 402.3 BW= 398.4 3 TW= 401.35 BW= 398.4 A� O = Q` <r7p'G EINGXXA*-G 18215 72ND AVENUE SOUTH KENT, WA 98032 (425)251-6222 (425)251-8782 FAX CIVIL ENGINEER, LAND PLANNING. SURVEYING, ENVIRONMENTAL SERVICES � oi, 3 0 m Z c i C < i 0 Q Gov 3 T L� u ap � Z 6. O o ® ` O �. a PIP R �3� CD LLd z :3 O > V LL 'R c r. Q 0 UO Chi CV I LZ m cm >CV I �1 LLJ 01N M _j p C4o-;;q- U. rn "� U O �1Ti F— I'7 a Fl la. O ` Gip �P �F WAsy/B� v � z 28527 ITET,,NGl s P-) :2 Q M C N N M o CCV 1-1 CC141 ado ado 04 (90 Q r o® o 0 0 r Y ® ® ® i V e Q ~ ~ w N TW ELEVATION ® c � D z O :D Z w ui uj W a V) ASPHALT GRADE h ® W y, o o w w w o Z rLL-) E-w n FW ELEVATION TW=TOP OF WALL ELEVATION Project #: 15432 Store #00871 e ' FW=FACE OF WALL ELEVATION (EXPOSED) 15432-04-GM.dwg °. a Address: 4615 NE 4TH STREET RENTON, WA WALL SHOWN SCHEMATICALLY, CAADNG N SEE STRUCTURAL PLANS FOR WALL/FOOTING DETAILS WALL GRADING DETAL FUELM FACUW NOT TO SCALE Droving No.: C4 Otf 13 +% CITY OF QFC FUELING FACILITY FUNIPlIft wu RENTON Permit No. U 13000883 ® ow roa Plonning/Building/Public Works Dept. A-NNNNAA OTJ �_Tj z� r" 44co � � O � z