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HomeMy WebLinkAboutR-43780410 O O N 0 0 LL_ - II ----_.12_C.9dP- IE=472.81 12" CMP 1E=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 IE=473.90 �N,S,W) 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 - to 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. 0 10 20 40 Q� 140 couxrY D.D.E.S. VAL F C Pf.ANNIN,G ATPIZtT SIGNED ?SCA>`PE/ 0141 1,3/PA�'.T' NG SIGND -----� IAL CONDMONS: 35' EMERGENCY VEHICLE ACCESS GATE lD A® 21%� BW=41 EXIST. CONC. WALK f Y"1+ }t rr' o- `<`�'Y ..?dy> '• I I I I's� .r y :_�M: .. : . :. `: r ,Y•{a. �<., J, v�Y,G >. .:_: ' .{ ..v :r.. � r .., .. n.: Si. ; �. F-)c- r � ft d 1 • FF- 481 20 ,.,.» :<. 7 ,.a ....., ,' •..-.;:".. :F .>>.. ..-� iK'.... , �.r��... .S+ 'ate'<. .f�, ?va ,a' .si. -w^�i � 3 lilt EX SSMH n ` , ,. .Y .{tf , , A„a�.;,Pv., . <�' , , .: v Y ..., ;. 5,... �.� Y' , -. ... > ,�, j , ,Z,ax. .'a, �' .iA & .w,'•'.. -' r{ ( ( t �.as -c. ° .,� 1 \ / . - - ;Y;7 �Y! , . �.. iiF7 ..,.. .. -> e� ,: " . s - v..r.., .n:.� : �.• .... . 5. � ... v� .. �t� . .�-.: _� �c �r \ J.7� �? ,t� cam: v :z r Y ,r / CONCRETE a� � �' 1 R CO C ETE � �.�, � �' -� - �.� : 4 4 ;. ., � � x � RIM G .2 .� r s ' - �N. t ,r � d�*.:o � p 1 �, � .� tee?. r.�,+ �,.> s a �e,. � 3 g� ,� w ,.fir' ,<,�' � w .. .� -•. RETAINING t'.�'� ,f.' � r � �'�_ � �,. .'� • "�' �`: �. ,'� ' , �.� a - .. ,- �;,' � .�>r �� .�... oaf .�. IE-469.1 Z OUT) r'.3tunw����, ,-�'txy.n:✓h.•�-W�'�� �' v:� h �; < S-,fr,�,`•''... 3°� ?"`�- t'� L , a (8 / 5 1WALL UND .� �l FW���•<• � �+��5 ��. .3 ,._•.,"rt:�'°..r". f.%r••x �-vai[ n 'i,,,,a;r., 1,fi�x• �:..ra.: i:�"}.• � ,.� .. ._ ..' < ; 1. ay SEPARATE ------------------------- RAM �.:Gz..S _- PERMIT MATCH LINE SEE SHEET 2 I 7 PEDES L CONTROL PANEL - PUMP HAMBER A 16-1 "PVC OVERF OW C 2.0% CB #3 14'-1 " PVC ® 7.0. I / I " SCH. 0 ® 0% 1-2" 90' ELBOW THRU T BLOCK i PUMP CHAMBER A 1 "=20' KING COUNTY D.D.E.S. REVIEW ENGINEER COMPLETION DATE SENIOR ENGINEER COMPLEION DATE JAMES H. SANDERS, P.E. APPROVAL DATE DEVELOPMENT ENGINEER COMMENTS: �x B 1 1 I A -."/j �p) 5'-2,A SCH. 80 0 0% B \8'-12" PVC ® 12.5% ,R 2" KIINRfL�,C`ECK�ALVE,_ * 'Ik,: ,.,` _ _ 67WA UTILI ` N K) N, W/LW, HATCH MODEL'S, 3,-- 36 &36 3'f 2" . 80 ® 0% - - \ 4 � � . ' .. -:. �,,,... :-..:�=''�s�� art;._rx;�,, , �";,r��t '� '� ,� :�• � ,. 4.46' 140 couxrY D.D.E.S. VAL F C Pf.ANNIN,G ATPIZtT SIGNED ?SCA>`PE/ 0141 1,3/PA�'.T' NG SIGND -----� IAL CONDMONS: 35' EMERGENCY VEHICLE ACCESS GATE lD A® 21%� BW=41 EXIST. CONC. WALK f Y"1+ }t rr' o- `<`�'Y ..?dy> '• I I I I's� .r y :_�M: .. : . :. `: r ,Y•{a. �<., J, v�Y,G >. .:_: ' .{ ..v :r.. � r .., .. n.: Si. ; �. F-)c- r � ft d 1 • FF- 481 20 ,.,.» :<. 7 ,.a ....., ,' •..-.;:".. :F .>>.. ..-� iK'.... , �.r��... .S+ 'ate'<. .f�, ?va ,a' .si. -w^�i � 3 lilt EX SSMH n ` , ,. .Y .{tf , , A„a�.;,Pv., . <�' , , .: v Y ..., ;. 5,... �.� Y' , -. ... > ,�, j , ,Z,ax. .'a, �' .iA & .w,'•'.. -' r{ ( ( t �.as -c. ° .,� 1 \ / . - - ;Y;7 �Y! , . �.. iiF7 ..,.. .. -> e� ,: " . s - v..r.., .n:.� : �.• .... . 5. � ... v� .. �t� . .�-.: _� �c �r \ J.7� �? ,t� cam: v :z r Y ,r / CONCRETE a� � �' 1 R CO C ETE � �.�, � �' -� - �.� : 4 4 ;. ., � � x � RIM G .2 .� r s ' - �N. t ,r � d�*.:o � p 1 �, � .� tee?. r.�,+ �,.> s a �e,. � 3 g� ,� w ,.fir' ,<,�' � w .. .� -•. RETAINING t'.�'� ,f.' � r � �'�_ � �,. .'� • "�' �`: �. ,'� ' , �.� a - .. ,- �;,' � .�>r �� .�... oaf .�. IE-469.1 Z OUT) r'.3tunw����, ,-�'txy.n:✓h.•�-W�'�� �' v:� h �; < S-,fr,�,`•''... 3°� ?"`�- t'� L , a (8 / 5 1WALL UND .� �l FW���•<• � �+��5 ��. .3 ,._•.,"rt:�'°..r". f.%r••x �-vai[ n 'i,,,,a;r., 1,fi�x• �:..ra.: i:�"}.• � ,.� .. ._ ..' < ; 1. ay SEPARATE ------------------------- RAM �.:Gz..S _- PERMIT MATCH LINE SEE SHEET 2 I 7 PEDES L CONTROL PANEL - PUMP HAMBER A 16-1 "PVC OVERF OW C 2.0% CB #3 14'-1 " PVC ® 7.0. I / I " SCH. 0 ® 0% 1-2" 90' ELBOW THRU T BLOCK i PUMP CHAMBER A 1 "=20' KING COUNTY D.D.E.S. REVIEW ENGINEER COMPLETION DATE SENIOR ENGINEER COMPLEION DATE JAMES H. SANDERS, P.E. APPROVAL DATE DEVELOPMENT ENGINEER COMMENTS: �x B 1 1 I A -."/j �p) 5'-2,A SCH. 80 0 0% B \8'-12" PVC ® 12.5% ,R 2" KIINRfL�,C`ECK�ALVE,_ * 'Ik,: ,.,` _ _ 67WA UTILI ` N K) N, W/LW, HATCH MODEL'S, 3,-- 36 &36 3'f 2" . 80 ® 0% - - \ 4 � � . ' .. -:. �,,,... :-..:�=''�s�� art;._rx;�,, , �";,r��t '� '� ,� :�• � ,. 4.46' 45 S F -•->tr"- rvt "xr,?..�,,7>M`jrj%'s=.,.e ,�sr,,sr"`-ia,. �:; i� ! 1 ."fie . . • : , ,.,r»� � � � � dr �„ / , , 1 • . 1 i \y'I� i III 32' � -12" PVC C�\ 2.37% ' F ' r'k f \ \ ,�; ��' , � , , , I PEDESTAL CON ROL PANEL „:� rf ; ; ; (DETAIL PROVID BY MANUFACTURER) . 1, a t` PUMP CHAMB B N 21'-12" PVC 0 FLOW 0 5.0% '♦ �, ' D1 1\ • -4" 22 1 'BEND ..� . THRUST BLO PER t k s y s `\; K.C. STD. D \ SCH. 80 ® 0% 4" SINGLE C EC`K NLVE, WILKINS . F� *'' ��. ', 111 ` `` ♦� 676-WA UTILI L (W/DRAIN ' diµ .CY ' ' 1 1 +\ \` .♦ AND DRAIN ROC \ t W/LW HATCH MO EL -3 61PX36"CB #34 1 \ \ ,�V ­�¢yyy' ������1 1 i i'\' `+\ t 8't 4" SCH/ 80 ',c'fiLs 'tff NW,.W�T ,. .4��•'i'i'�Y ^.;1!r.:�,t-o-1: ,�f'': x.N:. , 1 t , , \,\ 1-4\ r �, >� ,�'"� �"� � �'*�' �r�` �.� ..a # ��` '�-�'•� i , , , ` �--�" �, � �--» 9C� ELBO Te rx-.Y; a����'�'t'\2�,\��r a.Yt ;`i ��a x� .�5%.�< � u � j � • , 1 t , ,� � \ \+\ 1 THRUST/BLOCK 7 :r i �y� �4 S!- Rt i'i •r� 4 wtt f Y' 4 � \ \ \ , ,\ 1 1 ,Y 3• � i . <>,( 7 ^ fN-� ,.r y - � c - �SFx .at rj .fi,'s �'i +\ \ +` \ \ ; , �ii�'1 PUMP CHAMBER B 1 "=20' FINAL CORRECTED PLAN DATE7Oy. APPROVED. AVOID CUTTING UNDERGROUND UTILITY LINES. IT'S COSTLY. Call before you D;g )0-424-5555 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 DATE a 17 01 SCALE 1 »-20' ML% ?)NULKIJI� ENGINEERING, INC.�f -' w a a:.. .� 9 �', a�r �,a' ti ZONAL � �,r1 EXPIRES: 05-24- p OWNER/DEVELOPER: PDSK PROPERTIES, INC. 621 PACIFIC AVE., SUITE 300 TACOMA VITA. 98402 � � � �, TITLE: GRADING AND STORM DRAINAGE PLAN - NORTH HALF 10836 SE 190TH ST. BELGROVE AT MT*UON KING COUNTY WASHINGTON SHEET 3 0 IF10 Yand �� (253)565-4491 +Seattle (206)824-1205 •FAX (253)565-8563 Land Planning &Use . Engineering • Surveying 1910-64th Avenue West, •. To q, WA 98466 JOB NO. 01-065 1 3/10/03 JW CSDP REVISION No. Date BY Appr. Revision R-437804