Loading...
HomeMy WebLinkAboutR-43781800 C'7 0 LU V_ L C V LC �S c c I v a z a S C c a c II a C L V E c Qc r' a c r' c c s L c c c c c Q) 0 0 7 N 0 I u� 0 _ - - - 12 IE= 12" CMP IE= 472. 81 CATCH BASIN TABLE CB#1 (CURB INLET) RIM=476.15 IE=474.05 �S� IE=474.30 E CB#2 TYPE I RIM=476.15 IE=473.93 (N,S) CB#3 TYPE I RIM=477.07 IE=473.81 (N,S,NE) CB#4 (CURB INLET) RIM=476.90 IE=473.96 E,W) IE=474.20 S) CB#5 TYPE I RIM=477.65 IE=473.53 N,S,W) IE=473.90 (SW) CB#6 (CURB INLET) RIM=477.05 IE=473.83 (E) CB#7 (CURB INLET) RIM=476.80 IE=473.26 �W) IE=473.50 E) CB#8 TYPE I RIM=476.80 - - - - - IE=473.10 (N,S,E) CB#9 TYPE I RIM=476.05 IE=471.72 �N,S,E,W) IE=472.00 NW) CB#10 (CURB INLET) RIM=475.30 IE=472.10 (E) CB #11 (CURB INLET) RIM=475.90 IE=472.04 (W) IE=472.30 E) CB #13 (CURB INLET) RIM=478.00 IE=474.21 (W) GENERAL NOTES 1. SEE SHEETS 5 & 6 FOR X-SECTIONS AND X-SECTION LEGEND. 2. REFER TO ARCHITECTURAL SITE PLAN FOR STAIR LOCATIONS. N U 1 "=20' KING COUNTY D.D.E.S. REVIEW ENGINEER SENIOR ENGINEER JAMES H. SANDERS, P.E. DEVELOPMENT ENGINEER COMMENTS: COMPLETION DATE COMPLETION DATE APPROVAL DATE ;,�d.. 'N' �\ 45 S t i 1 I 32'-12" PVC (�\2.37% ` , _ PEDESTAL CONTROL PANEL ` °� �� ° ` • �'' ' ' (DETAIL PRC BY MANUFACTURER) ` 2° CONC. !� I 1 I` i PUMP CHAMB B 7 �`,♦ \♦� __ .._ \'' ,- 1 , e --� SOi,LARDS ;- ` , „ D� / 21 -12 PVC 0 FLOW ®5.0% tl f' RR °, `� 1-4" 22 \1 ' BEND `.. •` ♦♦ THRUST BLO PER V. 477.70 ! `"'•• r' r : , ; "' FF=481.20 S CiAL CUNll1'i IUIv� `` i K.C. STD. D \ // - =----------- 480.70 _ SCH. 80 ®0% k41 X r r a 111 4SINGLE C EC LVE WILKINS:,A r , •,.♦`a -------------__ _---_---__-- ` --- -___ 1 1 smi��'ri §�') ' ��y }" � � 111 � 1 \` ♦♦� / F 7't 4' aa: .. 11 t \`� ♦ V;�/ 80 3 \I. AND DRAINTIROC Lf� (W/DRAIN 475.9 476---------- y 1 480.70 ' i t , ♦� W/LW HATCH MOEL 6 X36"76.00 476.3 6. 0 1 :. I I 1 \ 1) 6. y 1 1 z 1 , ,� \r , ' � I 1 �5' � r 38'-12" PVC .� � , , ` 0,5% 1 1 , CB #34 C1 ° 8'f 4" SC 80 5 4'X RAP PAD _ , 1 '2' 4" W PREADER ! ;/ t D1 D1 i '. `r w;� (� FF-481.20 w - 1 3tr-• h 1 1-4 9 ELBO GT r , 1 1 �� L, -.ti ; , , _ ; ;- SOH: 80 ® 0%. .... 1 I ; `� `, A`�� 1 D1 D D1 1 1 :.• , , , �'? 1 ti THRUST BLOCK FF=476.80 FF=476.80 FF=476.50 FF=476.50 FF=476.50 I ' 1 PVC © 1 bF DOWNSPOUT LL4763( - ? • ' I (N E -F Fe '`L% .. ; 1 V` \ > S ` fs •'f �` ; , ,�` `� 1 35 EMERGENCY , 971 VEHICLE , MATCH LINE SEE SHEET 2 PUMP CHAMBER B 1 "=20' F►114/1L CvRRECTED PLAN DATE: APPROVED AVOID CUTTING UNDERGROUND UTILITY LINES. IT'S COSTLY. Call before you D;9 1-800-424-5555 UNDERGROUND SERVICE (USA) NOTE: EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDER- GROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION. NO REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION. CALL BEFORE YOU DIG: 1-800-424-5555 DESIGNED JW DRAWN DP CHECKED 8 17 01 DATE L SCALE 1 "=20' ENGINEERING, INC. of As 0,11 w oa, kt 1 °`er %��'q ti�� ONAL % �� OWNER/DEVELOPER: PDSK PROPERTIES, INC. ..62.1 PACIFIC AVE., SUITE 300 TACOMA, WA. 98402 �1 9 � .- . ' low TITLE: GRADING AND STORM DRAINAGE PLAN - NORTH HALF 10836 SE 190TH ST. BELGROVE AT RENTONLLand KING COUNTY WASHINGTON SHEET 3 10 OF �s°� E/ (253)565-4491 • Seattle (206)824-1205 • FAX (253)565-8563 Planning & Use . Engineering . Surveying 1910-64th Avenue West •. Tckpamr9, WA 98466 JOB NO. 01-065 I 1 3/10/03 JW CSDP REVISION EXPIRES: 05-24- p No. Date By I Appr. Revision R-437818