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HomeMy WebLinkAboutSWP272266(7) CAD CONTROL DATE:15:59:31 17-JAN-1996 40801A01.DL V 9,87-5 9,B7-4 —D i H8-1 8,17-CUL 9,C8-16 IiJ u 9,88 5 9,08 ,6 I 9;87-5A / � / hD7 -13 9 F7-6 9,87-58 9,D7-6 —9,88-4 9,C8-17 - O 8 H8 2 9.88-7 9.C8-13 Q 9,F7_3 9.C8 14 z 9.D8-12 \ �g.F7-5 9,88 3 9,E8-6 9 F7 49.88-CUL - Q ,y8.18-2 ® L J 9,F8-3 ��Z '88-9 B8-8 --- 9.68-6 9,C8-22 9,C8-26 9,C8 4 9,E8 4w9.C8 20A9.C8 5 i 9,D8 1 l 818-1 2-58"X36'CULV. 9,C8 3 � C988 9,C8-20B tt 9.D8 it ,E8 3 I 9.F8 2 cc 9.C8-21 9.C8-2 —. -- --- 9,88 15 13,H2-3 9,C8� � 9.C8 , 9.08 2 O 9.F8-1 __. I 9 C8-18A: 0. �� 8-a 9,D8 3 - -———— — -- - 13.H2-4 1 S.6S1T--- F 9 -« -- 9 D8 10 ----- - -- __. 1 — - — y 13,12 1 1 O AREA: 2.39 Ac 9,D8-14 c 13,H3-2 — '=j 13,12-� —_ .._.—___---- W-•. ,... ,--:..... .- -, __..14,F2-4 i D 1 AREA: 4.36 Ac z _ - 14,F2-5 -- PL n 1 ,4.C2 , O 14,C2 3 O I 14,F2-3 I 1 to C 14,C2-a W 1 1a,e2 a 2 2 AREA: 2.54 Ac — N 14,F2 82-2 H 2 11TH CT (14, D-. 14,82-3 a.x�.e�.,- _ —- � D --{ 2 „w,, _ 13 H3 5 i ,a. AREA, 2.19 Ac AREA: 2.38 Ac m 1Lu CITY OF t4,F2-t - --- I4.82-1 1 1a.e3-a 14C311* 1a,C3-7 KING 11 IQ RENTON 14.G3 6- _ _.Z 1 COUNTY I ° - w z O - 1J.TH v 7 ° N KING ST EA: 6.13 Ac - - s -_ ST 13,13 , C� 14 C3-,3 COUNTY J _ _\_. --_.__ I 14'.C3-12 14,C3-,0 _'_.`•.,"_""". *14 U3-1 I'c—� TOTAL BASIN 14,F3-1. %% AREA 63.27 Ac 14.83-3 —� 13-3 0 114B3 2 F_-- _ .. ._ �` 1 ,F3-2 _ -- � 1_-- 14C3-9, W _ . �l14,B3-1 AREA: 6.48 Ac ¢ ;, I �.``` 14,F3-3 'V -- - I I�1 a 1- 10-T AREA: 9 PL �3-4 C 1 14,C3-3 yo - ` 14,F3 4 FTI I — 5 14,C3 4 14,C3 Z 4 *14 D3 3, ,p 1 - 14,F3-5 NE 1 14,C3-,/ f 12 •`` 13,Ha 7 /1a,B4-1 AREA 1.46 Ac 1 - 1 .. 1 , l ` _...,. _ P _. I NE AREA: 12.78 Ac ♦` --- — Q 1 14.F3-7 13,Hq 6 I 14,84-5 -- —� 1,�TH...- - 14.D4-3 i ``♦ - 1 _ 14,C4-3 3 -- --- _. -- — ����'0� 2 Sr 14,F3 8 _. z 1 -- t �— — - 0 O — 0� 1\ _._.__ _ ta,Ea n t h _ 1 1a Ca=2 Lij 14,C4-1 2 - - 116TH ` c T ,a.Fa-5 W 1 - ..___ AREA: 8.15 Ac 1- I4 Z `�.`� r, I U - 15 ` �r t3 H4 2 13,Ha-a 1 SE I--1AREA: .Y.16:q�� _--� AREA: 4.96 Ac W ____ ___ _ 117 TH S 4-2 T LL i 3 — q- 14f 2 --- ————13 Arlindale Plot CITY OF 14,E4-9 • _ RENTON _ 1 ,4,E4-,0 �� KING 14,E4-% I -� COUNTY ` 14,F4-4 . LEGEND a,Ea-e 14.E 114 E4 z .� _SE Lt, _. -------- DRAINAGE BASIN BOUNDARY -----� 118 ST 14F4-1 a,Ea 7 -.. 14,E4-g SUBBASIN BOUNDARY I —_-. 10 l V) - _ _... __.. ..W SUBBASIN DESIGNATION 14,F5-3 j Q�5 NODE LOCATION & NUMBER Q -- ,4,F5-2 D `7u0 300 450 _. ._...® CITY OF RENTON MANHOLE -- -- -.._ ,a,ea 2 I.D. NUMBER SCALE V=300' CITY OF RENTON, FIGURE 2-2 LL �c,a,Ca-4 EXISTING FACILITIES NOT FOUND IN FIELD WASHINGTON W" DRAINAGE BASIN BOUNDARIES �= STORMOTH SYSTEME MPROVEMENTS COURT PRO PROJECT AND EXISTING �- TRUNK STORM DRAIN SYSTEM � '7 CAD CONTROL DATE:16:02:06 17-.;AN-19% 40801AOLOL V 9,87-5 9.97-4 u 9,C8-16 9.D8 16 9,E7-13 9,F7 6 3.H8-1 8,17 CUL9,B8-5 9;B7-5A O / 9,D7-6 9.D7-8 I 9,F7-3 9,87-58 -9,88-4 9,C8-17 U I / � S.HB-2 9,88-7 9.C8 13 z 9.08 12 9,D7 9 9.E8 6 n _ 9.F7-4 - 9.F7-5 yo` 9,C8-14 F 9,F8 3A LLJ ♦ 9,88 3 Q J 9,D8-15 }C 9,88 CUL - 9,D8-9 8.18 2 ® - 9.D8-7 Q _.- - � - 9•E8-5 9.E8-4 w j ¢ 88-4 B8 8__--- 9.88-6 9,C8-22 .9.C8 26� 9,C8 4 n I Z 9,C8-20A 9,C8-5 / 9,D8-1 p Q I -_.___.-._ o O 2-58"X36'CULV. 9,C8-3 9,D8-8 9,08-11 O I 9,F8-2 - -._ - 8,18-, 9,68-13 9,C8-208 9,E8-3 � 9,C8-21 9,D8 6 9,D8-2 �U -- — --- e.ea ,s 9.c8-1 10 0 i --_-� 9,C8-1 9,D8-5 13,H2-3 9,D8-4 9,D8 3 - 1 9,C8 t8A 0. i�'c\ 9,08 10 13.H2-4 .- 9 _ -_-- ..-.. .. 9,D8-14 ' --"-- Q i AREA 2.39 Ac H 13,12-� 1 ;. O 14,F2-4 14,F2-5_. . _. -- -- - -- _..�__�:m. -. �}��.,,.Escxsnxv:•rarnawr.am.,.,•y..,•«.uevc-QaoF��rm, 14,F2-3 t3,t2 ; AREA: 4.36 Ac O Z PL n 1 14,C2-1 2 14,C2-3 $ 14.F2-2 w 1 14 82 4 14.C2-2 14,C2 a AREA: 2.54 Ac rN .,s..«n�-<r.�,�aw�o�, �,..ems.:..:.,. - a,B2-2 14,82-3 ta,C2 6 _ l 11TH CT_ - D i 4 14,C2-7 7 1a�Ac ��) - 13,H3 5 1 14, AREA: 2.19 Ac AREA: 2.38 / W Q CITY OF 1a,Fz-,RENTON -- _ .____m 11a82 , 1a,c3-,1C 1a,c3 7KING z I G�B3 4 ,a,c3 COUNTY I ° KING U, o cn 1 w COUNTY _ 0 �' 11_TH 0- — _ c� c�T o `, ST_. 1 Z EA: 6.13 Ac 6' - S.T ' .. ._. 1 -- 0 14,C3-13 1, - 14,F3-1 - �_- /� 13.i3-1 - --- ----- 3- - to D t e � TOTAL BASIN W -- 14;C3 12 14,C3-10 ( 'I AREA 63 27 Ac 14,83-3,K--- --- - _ - --_- Y 4 - _ 1 3 _ 1 � 1 \ LLJ D L _, t4,C3-9 AREA: 6.48 Ac 't14 B3-1 _... — \ __._. ___.. ._._.... 14,F3-4 r ,l �_ 10T .: _� PL D AREA: 3. Ac - 1 3 5 13-a -fCTI--".-_ __14,C3 3 5 ,4,C3 4 14,C3-2 (� _ 14 i p \\\ \ _.. 4 F �cF \ NE 1 AREA: 1.4b Ac O '--3 4,C ( ; \\` 4 F 6 t I AREA: 12.78 Ac �% 14,F3-7 1 Q- i i __NE3-8 �' i 1 10 TH_ _ 4 F 1 - ... T�a.Da-3 _-4.D4 2— ta,Da `%% 13,H4-6 - W 1 74,B4 5 ....14_,C4-3 3 -- — '� _ 1 - 1 + SE --- ---- - - - <.E<-„ _ 116TH 4F4 5 --r-- _ i 1 O 14,C4'2 1 W," 14,C4-t a -. - - -.__.._v._: 1 i --- AREA: 8 15�Ac �- 1 .'� 14 �Z -----_ - - - - - - _ _- -- - - � I I 1 ( 1 *'14 ca d"y U AREA: 4.96 Ac / \• p IAREA Y.16 A��' ------ ! �\ .� 14.1`4-2 13 H4 2 13,H4-4. 1 SE `j'_ - - �- __117TH ST ' 1- - 1 ---- O�- J 14.84-2 --- �- ......- ---------- ---_1 _ , - -- W Q Arlindole Plat . 13,H4-3 �i 14,E4-9 -_.. ....__.—_ CITY OF 14,E4-10 4,F - 1 4 3 RENTON .` - -- - _ _- - I ,a a-KING T ��---; COUNTY 14,17417 14.174-4 14,E4-2 14,E4-8 1,4-6 SE - _.. L.Li LEGEND __ ',4-4 _ 118TH ST 14F4_i -------- DRAINAGE BASIN BOUNDARY 14,Ea-7 - 14,E4-5 ._ SUBBASIN BOUNDARY i LLJ LLJ ,4,F5-3 V) - _.. y 10 SUBBASIN DESIGNATION __ ¢ ,a,Fs 2 05 NODE LOCATION 8 NUMBER p 350 300 450 014,e4-2 CITY OF RENTON MANHOLE SCALE Vz CITY OF REN FIGURE 3-1 I.D. NUMBER WASHINGTONON - - EXISTING FACILITIES NOT FOUND IN FIELD *1a,Ca-a N.E. 10TH STREET/ANACORTES COURT DRAINAGE BASIN BOUNDARY MAP W STORM SYSTEM IMPROVEMENT PROJECT - 3-7 CAO CONTROL DATE:13:00:29 25-AUG-1395 40801P01.DGN 4W WHITMAN CT N.E. �! WHITMAN CT N.E. ! N.E. 10TH PLACE M, • I - _ Zj? EXISTING V O y1a GROUND v U J 0 1 m J410w ......_.. ..� ••-•----------•• •-•--•----- - ........................................® w O F Lu LL z ! ! U 18 0 00.32 0.0043 i 0.0034 N N � � � -: I 0.0 I 0.0113 N ZO 400 ... V U...... V 0-----.-• -- F 0, - --••-•--•-------- W 18" j I 24!� • 0.01 7 6 RIM 411. E OUT 402.76 RIM EL 413.58 RIM EL 4Y2.23 ui 0.0134 RIM EL (BURIED) E OUT IE OUT 403.45 IE OUT 404.40 $ I 401.62 IE IN 402.90 IE IN 403.52 IE IN 404.89 ' w 390 --f:-fo..e.•'-------' --------- ----•--•--------------•----.....-•------••-•........................•.... ......................... lE.1N A01.83 $O -- 4p2 65 w---- -- T EL• ----••--•------:.fE--1i"-••IN--407.29(W)-------------------------IE--49!.-IN--404.56(E�-------• z 0.0000 i I 9 RIM EL 399.82 RIM EL 404.81 IE 12' IN 408.26(W) BOT EL 402.32 BOT EL 403.59 _7 IE OUT 394.78 IE OUT 398.74 IE 12" IN 408.76(E) RIM EL 395.58 IE IN 394.78 IE IN 398.92 BOT EL 400.84 czi IE 6" IN 395.36(W) IE 6" IN 399.62(SW) Q BO EL 394.78 -----------•---•---------------------------------------------------------------------------•---.-.--.------------..-------------_------------••-•-•----------.------------.-----------------------------------_-••-•-----------.---••--------.._•.--•--•---------------•----RIM EL 394.85 RIM EL 395.08 IE IN 390.05 IE OUT 389.20 IE IN 389.27 IE 12'IN 390.35(SE) BOT EL 385.08 BOT EL 385.78 IE 18"IN 390.53NW) 370 BOT EL 389.58 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7*00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 zz STATIONING IN FEET s 460 w w 460 p NE 10TH STREET Q m 450 r____________________________ Q _.._-_____-..-.._____----------------------------------------------------------------------------------------------------------------------------------.--___--_-.--_______-_---.-______-- ______---._________._.-. .-___________--..-_.-_ _____________________________________ 4.50 y .I W' .� 440 S___________•__•-------------- ZI Z� I-- ___________________J, _..______.___._.._____ F w Q I e_____----------------_------------_-------------___________--------4� LLJ W N y! LL F! EXISTING 430 ---------•---•-----------•-•-•--------•-- ------------------rI GROUND Z Z o p J QI S I- 0.0529 410 --•-•---------•--------------- --•--------------- O @ 0�003b -- 12" O 0.0047 RIM EL 437 82 W W' O 0.0055 9-(Y:0054--------------- ----- -----•--•----------•--•------ ..-------•---------.-. ----------IE OUT 426 11 IE IN 426.19 ----------------------------------- 410 2 IE 12" IN 433.34(NW) 3 RIM EL 409.88 BOT EL 425.37. 400 -------•----•----------------------- -- •---• ------ ---.------------- •-1E--OUT---406:56----------------------------------------------- -----.---••-•------- ..._... --------••------ --------------•-----------.--•-------.-------•----•--------- ----------••---.-..._. 400 IE IN 406.58 RIM EL 410.74 RIM EL 412.47' RIM EL 416 46 IE 12" IN 404.43(W) IE OUT 407.86 IE OUT 408.78 IE OUT 410.210.22 IE 10" IN 1406.88S) IE IN 407.99 IE IN 408.84 IE IN 410.24 3901 BOT EL 405.22 BOT EL 406.35 BOT EL 408.28 BOT EL 409.75 390 15 00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23*00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 STATIONING IN FEET NOTE: CITY BM#159, 1988 NAVD USED CITY OF RENTON. FIGURE 3-2 ®- FOR ELEVATION REFERENCE. WASHINGTON EXISTING STORM SEWER N.E. 10TH STREETANACORTES COURT PROFILES W STORM SYSTEM IMPROVEMENT PROJECT MAIN TRUNK LINE - 3-9 CAD CONTROL DATE:12:58:59 25-AUG-1995 40801PO1.OLV z 0 'i 430 430 430 430 F U - - NE 11TH STREET z z z Q N Q 420 ...............g.._..._._-___-.__..---._.____._-----.___.._- 420 _..-..___.-.-..-..____.__.-.-._...._-..--.--___._-.-..._...... _______.-.-.___._-.--.__�.___..._._._-------____.___.-..____ ._-..-..-______.....___._._...._____.....___._...._____a.. 420 420 c__.......__._. U � ter.................. �_.___-.____ 3 I �Q v3z v co v 410 ^ c" U ch f- to U i - 410 - - ? 410 v.... - U ® 0.0104 12 A 007 c; a 1 N o U U v 6 tm S 400 -- - 400 - 6"A 400 -1,0600----- ---------------------------------- 400 - ----------------------------------------------------------------------- - -------------------------------------RIM._EL--413.72 _------------- 0 0442 RIM rELL 406.27 RIM EL 413.91 6 IE 12" OUT 410.25(W) !6" 0 7 IE E 12" OUT 410.72(E) BOT EL 408.8762 BOT EL 404.06 RIM EL (BURIED) RIM EL 411.92IE 12" IN 410.77(SW)tt _-----_, RIM--EL 399.82 IE18" OUT 401.62(N)390 - 390 -----------RIM-€t-40a8?-- 390 - ------------------------------ 390 BOT--E� = - - - - - -- R30 L 398.99 IE 18" OUT NA w IE 6" IN 395.36(W) IE 18" OUT 398.74(W RIM EL 408.31 IE 12" IN 408126W)) IE 6' OUT 3.27(WE) IE 18" IN 398.92(S) IE 6" OUT 404.5&NE) IE 12" IN 408.76(E) IE 6" IN 396.27(W) BOT EL 394.78 IE 6" IN 399.62(SW) IE 6" IN 404.75(W) 380 BOT EL 396.49 380 BOT EL 398.38 380 BOT EL 403.22 1 380 1 SOT EL 400.84 0+00 1+00 0+00 1+00 0+00 1+00 0+00 1+00 2+00 3+00 4+00 5+00 430 430 i NE 10TH PL NE LOTH STREET I w 470 w r� M I ¢ SE 116TH STREET 0 420 c' .......... Q.. 1 r ------------ 420 V----------------------------- ____________________________________________________________________________________________________________________i___._.___ 410 12"-0 0.0100 12" a 0.0100 3 o z ------- ------------------- 410 -- I ^ LL - W 12" 0 y 0.0564 RIM EL 409.88 3 I 400 R1AA_.EL-413 58. ------------------- -- �--EL-d15_73------------------------------------•--------------- - 1E 18" OUT 406:56(N) - RIM..EL--453.0& R-M1--Ec--d14-:97------------ 400 IE 18 OUT 403.45 IE 12" OUT 411.00(W) 440 IE 12" OUT 409.39(E) IE 12" IN 406.58(E) IE OUT(W) 436.54 IE 12" IN 409.5HW) IE 18 IN 403.52 IE 12" IN 411.14(E) IE 12" IN 406.43(W) IE IN(E) 436.61 BOT EL 407.77 IE 12" IN 407.29(W) BOT EL 409.66 IE 10" IN 406.8&S) 13OT EL 436.00 BOT EL 402.32 390 �0 BOT EL 405.22 RLM._EL._43Z.82----------------------------- 1 IE OUT 426.11 430 0+� �� 2+� 0+00 1+00 2+00 3+00 4+00 5+00 IE IN 426.19 IE 12" IN 433.34(NW) BOT EL 425.37 420 28+00 29+00 30+00 z 0 NOTE: CITY BM#159, 1988 NAVD USED ®� FOR ELEVATION REFERENCE. CITY OF RENTON, FIGURE 3-3 WASHINGTON EXISTING STORM SEWER - N.E. 10TH STREET/ANACORTES COURT PROFILES w STORM SYSTEM IMPROVEMENT PROJECT LATERAL CONNECTIONS 3-11 CAD CONTROL DATE:06:58:45 04-MAR-1996 40801AOO.DLV 1 I 2 t 7 5 I 6 CP Z O u iu — 20 30 ¢ SCALE r-•io• i \ '/ 14.C4-2 SDMH 22 // \ RIM - 409.88' 18" N INV - 406.56' p \ 12" W INV - 406.43' 0 12" E INV - 406.58' c 0� 10" S INV - 406.88' \ CL BOTTOM • 405.22' 10 !O �� /' O v/ / p 19.56' p a O o kl SDC8 -23 o. RIM - 409.13' \\s.• _ a 8" N INV - 407.33' \\ ' pF' c� 6" E INV - 407.31' cv 6" W INV - 407.37' 6 M CL BOTTOM - 406.54' / t�,P p \ 0 1j O p \ 19 O h 010 0 \ C 6 \s., A O \ •p ¢ SDCB •24 9p P O \ RIM - 409.20' p 006., 6" W INV 407.52' O d. k O O \ 6" E INV - 407.53' s O \\ CL BOTTOM - 407.21' O _ •sue \ \ P \ 0 5�`\ \\ DATUM O \ CITY OF RENTON.SURVEY CONTROL NETWORK PRIVATE YARD DRAIN 1988 NAVD (IOCAT10N APPROX) 1-1/2" BRASS DISC W/ PUNCH ON 4" CONC MON IN p RIM EL 409.00 00 OU 408. 8 CASE,0.6" DOWN AT THE CL INTERSECTION OF NE IE IN 408.33 12th STREET AND UNION AVENUE o NE. ELEVATION - 126.78 M., 415.94 ft. CITY OF RENTON, FIGURE 3-4 w WASHINGTON NE 10TH / ANACORTES CT. 10TH COURT STORMSYSTEME MPROVEMENTSPROJECT CITY OF RENTON «T TOP OF CURB ELEVATIONS � 3-13 CAD CONTROL DATE:16:56:40 17-JAN-1996 40801AO1.DL V 9,87-5 9,87-4 Sv W 9,D7-1 9,E7-,0 8,H8-1 8,17-CU u n 8-16 9.08-16 L ,9 9 F7-6 APPROX. 15.5' 9,88-5 2-58 x34 CMI''�S / 9,E7-13 - 7-5A / 1-30" CMP 9,D7-6 9,D7-8 87 58 - 8_4 9,C8-17 I 9,F7-3 EXISTING ARCH2-30" CMPS S,HB-2 9,C813 < D7-9 - -- I - �9,F7 (58k3GECMPA) 9,88-7 1 9.D8-72 9;F7-4" • 9,88 3 9'C8-14 JUNCTION TO z 9,E8-6 �, 8,18-2 9.98 c L ® -- EXISTING ARCHES < L-9D8 9Oa s 9'F8 3 .w SEE DETAIL Q 9,E8-5 - > 2-66"x38''_CMPAs ,88-9--- 9.B8-8___- 9.88-6 ,C8-22 9,CB-26 9,C8-4 9,E8 a N -" 9,C8-20A 9,C8-5 ,, 9,08-1 p Q I ------ __--_ �— o O 2-58"X36"CULV. 9,C8-3 (r FLOW Z 8_18 1 9_88.13 3G91C8-20B _ 9,D8-11 9,E8-3 00_ 9,F8 2 36' DI .,� 9.C8-2 ---- O 9,f81 Ap9.C8 27 ^ cr 9,88 t5 9,C8-, to U '3,H2 3 �� r - 9,C8-1 9,D8-3 fV 9,C8-18A: 0. �c 9,D8 10 13.H2-4 .>. _ , w ! 9.D8-14 .__.-__--_._ __-_.---_-L. PLAN 13,12-1 1 1 O AREA: 2.39 AC - ' -T t F2 N 1 4, -4 i 14,F2 5_ - �— -- — 13,12-� �..._wnwaasr�sam..4 ...q.�su _ AREA: 414, Ac 14,F2-3 ,a,cz-, 2O 14,c2-3- . _ I -- _ p W 1 14,82-4 14,C2-2 74,C2-4 " AREA: 2.54 Ac — - - --- �� 14,F2 2 FLOW �r:�a�.:- •tea: .�..:�:�:;,x•.�.�.- - - ;4.82-2 14,82 3 .,.�., - - E . 11TH CT 4 7 14.c2 6 4 -R. < �.-_ _ —_ _ _ _— 1 14.C2-7 + _.- - <- 13,H3-5 -- 1 14 AREA: 2.19 Ac AREA. 2.38 Ac CITY OF 14,F2-1 ELEVATION m 1_14 B2 1�-; B3 a '— 14.C3-11* 1a,c3-7 KING z I RENTON ......._� .. 14,C3-6 14.C3 8 :.�.: COUNTY I ° 9 30„ 7 CMPA ARCHES: ST_ 1 z /� EA: 6.;31AH s -- 30"__ST__-. _ _ JUNCTION STRUCTURE 11� C *,a,D3 ,1�� ♦ AREA: 62.91 Ac DETAIL -- 1 14,83.3'C3-12 14,C3-10 -,-- , 1 A, Z AREA. 4.00 Ac ,.•.'' z `.�` 31H3-3 3011 1 3 O 1 83-2 4 F -2 10 D.— ti ti'»" .�x ... W -_ � 14,F3-3 AREA 48 AC -114,83-1 k)Ac­--'- 1�.T 9 -�� 14,F3 4 —' - 0--_____. - - _ PL30" _ D 1 AREA: 1 14 C3-a 14,_C3 2 4 B' �.. *14,D3-� ° 14.F3 5 �9 NE L AREA: 1.46 Ac 1811 3 14 C -1 j 12 `��� -_- 1 - __ 14k. m ' I 4F U � I 1 (, I AREA: 12.78 Ac, 14,F3-7 �13.H4-6 _u- 1 _1DTN_._ 74,D4_3 1 �� `% 1 3- .— - T 8 1 14,B4'S -14C4-3 3 �� —__— S I to Da 2 14,Dk. 4-, 1. .. __ - ---=-- _ 4- KING o — --- _ 1 O 1 y 2 w' 24 ,aAc4- 18" ._.. __18 {1---- __ -. _ ____.. __ — ---- --- y a, 4 " 16TH ST 14 f 5 _ r-- — r 1- - I COUNT — i AREA: S.15 Ac ( ' 14 l z< HOUSE " -- ` — - — - — 1-1 '- CB #23 *14,C4 4' AREA. 4.96 Ac - -_1. _< DRAIN r �� 14,F4-2 13 H4 2 13,H4-4 (, SEA REA: 1.16 -1_ 117TH ST �'� CB #24—' —____._ _ _. --------- --�— ` PG --- — — r. .., ----- -- ----� 14,84-3 _ i rr _-- W � 13,H4-3 ' if Arlindale Plat it 14,E4-9 - —; CITY OF , RENTON 1,� r 14,Ea-10 — ' 14,f4-3 _._ KING —�",a,Ea-r-1 _ - �`---, COUNTY "14,F4�7 14,F4-4'. LEGEND 14,E4-2 14,E4 8 14 E4-6 -- ---Lu _: DRAINAGE BASIN BOUNDARY �— — 14,E4 4 _.__. - _ '-y .. -- ST 74,F4-, a SUBBASIN BOUNDARY ,E4-7 V —� " L 14,E4-5 -...- .._.--.;,,� i._,.,....._._.__.__- 1 SUBBASIN DESIGNATION I w 14,E4-3 14,F5 3 o �5 NODE LOCATION 8 NUMBER I W.n Q ...__.—..__...___ ® CITY OF RENTON MANHOLE - ---- 14,F5 2 ,a,ea-2 I.D. NUMBER D 300 a5D 14,E5-1 EXISTING FACILITIES NOT FOUND IN FIELD T SCALE 1"=300' CITY OF RENTON, FIGURE 4-1 E E-rE E PROPOSED IMPROVEMENTS WASHINGTON ALTERNATIVE 16 PLAN — W N.E. LOTH STREET/ANACORTES COURT TRUNK STORM DRAIN STORM SYSTEM IMPROVEMENT PROJECT IMPROVEMENTS — A 1,1 CAD CONTROL GATE:16:14:12 17-JAN-1996 40801PO1.DGN 430 WHITMAN CT N.E. WHITMAN CT m! NE 11TH STREET ANACORTES AVE NE NE 420 i wlC; U EXISTING I o o ZIq GROUND w m C.) I I- F 410 _..._._... -(> .... ........ ......•------------------............I ""'-"'............-"- ------------------------------- w w U _ Lu LL N I 30" e 0.003 30" 9 0.003 30" a 0.002 y ? � m U 0 0.01 i z aoo �„ N a jam, a o.026 m + �' --------------------- °' a 0.0185 I RIM EL 413.72 RIM EL 416.08 j ' 7 RIM EL 411.92 IE OUT 402.10 w w 36" a 0.0039 36" • 0.0134 8 RIM APPROX. EL 406. IE OUT 401.32 IE IN 402.20 IE OUT 403.10 N IE IN 403.20 w 390 - - ---------- IE OUT 399.42 IE IN 401.42- BOT EL 401.60 BOT EL 402.60 w _.. ---------------- ----------..-__......--------------------------- ------------ --...._.---.....-•--------------••----------------------------•----------------------------- - - ---------------10 _ .. fE IN 399.52------------------• --•-----------------•---------• z 9 RIM EL 399.82 RIM EL 404.81 IE IN UNKNOWN (W) IE 12" IN 408.26(W) IE OUT 394.54 IE OUT 397.76 BOT EL 400.82 IE 18" IN 401.83(S) RIM EL 395.58 IE IN 394.64 IE IN 397.86 BOT EL 398.92 U 380 IE-OUT--389.2--•--•-------------•-••--••--------7 ------------------------------------------------------IE 6" IN 395.36(W) IE 6" IN 399.62(SW) Q UNCTION TO RIM EL 394.85 IE IN 389.82 BOT'EL 394:04 BOT"EC'39T.26 --------------------------- EXISTING CMPAs IE OUT 388.41 IE 12" IN 390.35(SE) IE IN 388.08 IE IN 388.51 IE 18" IN 390.53(NW) BOT EL 387.91 BOT EL 389.22 370 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 STATIONING IN FEET z 0 I 430 ANACORTES AVE NE ! NE 10TH ST ! ANACORTES CT NE I ,. O I + x7 i W I cn w U U I HOUSE DRAIN rn 7 U ------------------------------------------ ------------------------- 066 30"0 0.002 24"e 0.0066 - 8„e 0. w LL 6 w D B A �3 z w z ----------------------------------- o RIM EL 412.68 RIM EL 409.29 - --••----------- RIM EL 409.00 400 H RIM EL 470.74 RiFvf�EL 409�:88 IE OUT 403.50 IE OUT 404.01 IE OUT 408.36 w IE OUT 404.87 IE OUT 406.56 Q IE IN 405.00(W) IE IN 406.58 > z IE IN 403.60 IE IN 404.31 IE IN 408.33 w -� BOT EL 403.00 IE 18" IN 404.10(W) IE 12" IN 406.43(W)IE 18 IN 404.97(EJ BOT EL 408.28 w U ----•-•-------------•---•--------------------------------------------------BDT-•EL•-403:50-------------------------------------------------------------BOT-ft--404:37-------------------------------------------------------BO.T-F-L.405.22-----------•------ .........................I.... 390 Q RIM EL 409.13 o - ': IE OUT 407.33 IE IN 407.31 IE IN 407.37(W) 380 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 STATIONING IN FEET 5 440 420 I NE 10TH PLACE W NE 10TH STREET w F i I z EXISTING I w 43(9! ------•--•---------------•-------•----------------••-•----------------------------- --•---_...._... GROUND i LL .. z 410 - - ui co w w cV z 18" a 0.0012 1 w F O cc o e p p529 1 z 42 0� 12 - > t�i> 400 RlM--�- 4f7929 -8 ---------------•----------------------------•------- 4-- ' RIM.EL._472.23^v Z p uil- RIM EL 437.82 w IE OUT 404.00 IE OUT 404.40 4 U Qiv IE OUT 426.11 w IE IN 404.10 IE IN 404.89 Q d v �i� IE 12" IN 426.19(E) IE IN 404.31(S) IE 18" IN 404.66(E) 1 e 0.01 �•� IE 12" IN 433.34(NW) BOT EL 403.50 BOT EL 403.59 w ------•------•---•----- 8 .............................................................�. St?fi Et 425.37 390 410 18" a 0.014t. w RIM EL 416.46 ]I 0+00 1+00 2+00 3+00 2 IE OUT 410.22 of q IE IN 410.24 , NOTE: 400 -------RIM EL 410.74 BOT EL 409.75 w STATIONING IN FEET •--""------------'•""'•------•-•----- .- i- CITY BM#159, 1988 NAVD USED IEOUT 404.87 -•--------------------------------•---------...--------•----••----• IE IN 404.97 I FOR ELEVATION REFERENCE. RIM EL 412.47 tY BOT EL 404.37 IE OUT 407.17 IE IN 4406.E ®® BOT EL 4067 CITY OF RENTON, FIGURE 4-2 390 WASH INGTON 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 ALTERNATIVE N.E. 10TH STREET/ANACORTES COURT T RU KSTORM PROFILE DRAIN STATIONING IN FEET STORM SYSTEM IMPROVEMENT PROJECT IMPROVEMENTS 4-15 CAD CONTROL DATE:16:55:16 17-JAN-1996 40801AO1.DL V 9,B7-5 9.87-4 w .. 3,H8-1 8,17-CUL 9.C8 t6 9.08-16 - 9.B7-5A 9,88-5 �9,E7-,3 9,F7-6TFFF4 / 9,07-6 9,D7-8 -_, 9.87-58 -9,88-4 9,C8 17 \ 1 9 F7 3 8,H8-2 9.C8 13 Q 9.D7-9 - - I__. / ��9,F7-5 9,88-7 9,D8 12 9F7-4-� - 9,88 3 9,CB-14 Z 9,E8 6 9p -t f- 9,F8-3 ti 8.18-2 9,88-CUL - -- L 9,D8 15 ♦w F} -' -. -1 cp Q ,88-9 --- .88-8- __ 9 B8-6 9.C8-22 9,C8-26� 9,C8 4 9,E8 5 9.E8-4 W Q FFF f ~ =o 9,C8-20A 9,C8-5 i9,D8-, � 2-58'•X36'CU 9,C8-3 � Q _, 8,18 1 9,88-13 LV• 9,C8-208 0 - ` Z - - 9.08-,1 9,E8 3 OI 8 9 F -Z -- --- IL y 9,C8 2, 10 11 9,C8 2 o 9B8-15 9,C8-119 24 ri V 1 O p -- �/ U -.-- 9 813,H2-3 _ CN 9•C8-, -----24" 9,D8-3 F t 9,C8-18A 0 �� 9.D8-10 73.H2 4 r-------- -- - 1 __ Z 9D 4L. 13,12-t 1 O AREA: 2.39 Ac 8 t __..--- - -- --- 14,F2 4 ,F2 5 -1 13,12 -- aax'LcJ D AREA: 4.36 AC O Z 14,F2-3 13 ---- 1 14.c: 1 2 14,C2-3 p c� 3 - _ 1 . - 8 2-4 w 1 14 B2-4 14,C2-2 14,CAREA: 2.54 AC - I 14,F2-2 D P4,82-2 14,B2-3�/� �. = 11TH CT D 1 '7 14.C2-7 7 14,C2 6 t4D 13,H3-5 � '- 1 ta, AREA: 2.19 Ac AREA: 2.38 Ac � CITY OF 14,F2-1 m 1.14132-1 ,aa1-a_ ° - w RENTON F 1 c r-► ro ta,C3-11* 14,C3 7 KING z I ¢ 8 O w 1 -- - - S,So 6 v 24" COUNTY I o KING% -- LJ O U ST j Z ��T - EA: 6.131Ad 6-_. _ _ _ ST _. COUNTY ..... _- 14,F3 1: 14;C3-12 14,C3 10 ._-_ y C *74,D3 , c \ W \ _..__. - 1 ' AREAL 67.19 AC BASIN AREA: 4.00 Ac �- __w_ _ ____ -._ 1 •I \ I 1 14,83-3��_._ ,I \ _ - - _ 13-3 D ; �� - - t 3 C7 �. m� ° : - - - - 24" 1.8 Ac -Ft � 4 F 2 LL -- 1,4 83 2 _ 1 , O _ i �.; - DETENTION POND 10 p �`. ACTIVE 14,F3-3 -' ____ REA.1a,c3 >- STORAGE DEPTH) i n A 6.4& c �f i,4 B3 , 8 9 _ ¢ MAX POOL 1 'i �,� 1 • D 1 AREA:13. Ac- -1QT REA:'1-ds A� P� 24�� EL-406_5_ 1 t �� p��� 43-4 -rn- _.-__:-._ _ --.14,C3-3 ._._._rj -74,C3-4..-_...14rC3- 4 ..,. - -- rd.t'i3�2' ``� 14,F3-5' NE 1 PLUG AND 18" a c3-t� I I 12 --- _ r 1413 1. ABANDON - _ - .13,H4-7 � -- -.,-_ ^F U i AREA: 12.78 Ac `\\ ta,F3 7 1 1 PLUG AND Q- AREA: 4.28 Ac 1._..- ---NE _ ABANDON Q 2411 \\ _ - -_ 1 -. - - _10 Tl I 4-3 `\ 14.F3-8 - 14,84-5. _14,C4-3 3 _._ I _ .. _S-.._.. 14,D4-2 14,D4-1 1, - -A - T 1 4,E4-11 SE_. __ 116TH % ST 14,F4-5 _ j14,C4 ._ ._-.. __ -------- - - 1- 1 2411 a.Ca t 2 .. _ 1-- _.. _. _ t - "' -- AREA: 8.15 Ac -1 14 1Z 18 +--` HOUSE LLJ - CB #23 1 *t4,C4-<�'' DRAIN 1 AREA: 4.96 AcK EA ,3,H4-2 13,H4-4 SE--_ 117TH ST 1 ! CB #24 --- �/ W ---------- 1 4- " -------- LLJ 13,H4-3 Arllndole Plot 14,E4-9 , CITY OF . i KING � .- --� ---- - _ - RENTON i 14,E4-10 ------______----- \ _._____----�, 14,F4-3 --- COUNTY __-__ 14,F 7 14,F4-4 LEGEND 14'.E4-2 AIN -_"..\ DRAINAGE BASIN BOUNDARY _14`- - � -"-- , ta,Ea-a � _ E4 8 14 Ea-6 LLJ iiiEEEI SE 118TH ST ,4,F4 -- _ " SUBBASIN BOUNDARY ia,Ea-7 - / .. L- - -- 14.E4-5 ._.-..._.. ....._/ _...__ SUBBASIN DESIGNATION I w 14,E4-3 - . .. _ C/) a - - •5 NODE LOCATION 8 NUMBER - - - ----.W .. ¢® 14,F5 2ta,ea-2 CITY OF RENTON MANHOLE Q -- -------- , I.D. NUMBER 0 750 30o 450 - +i -- --------- EXISTING FACILITIES NOT FOUND IN FIELD ,4,84-2 SCALE V=300' CITY OF RENTON, FIGURE 4-3 70 PROPOSED IMPROVEMENTS WASHINGTON ALTERNATIVE 3A PLAN - N.E. 10TH STREET/ANACORTES COURT TRUNK STORM DRAIN STORM SYSTEM IMPROVEMENT PROJECT IMPROVEMENTS A-11 CAD CONTROL DATE:16:15:09 17-JAN-1996 40801P01.DGN 430 WHITMAN CT N.E. WHITMAN CT NE 11TH STREET I ANACORTES AVE NE NE 420 .................._.--.......---............._..---.-......-...---------------------.--.----. -:Q •- +- I w!r� EXISTING (j I 3 ZI�? GROUND v of 410 ....."....�,-•• ...U------------------LLjw LL i - I - _ Z cl 24" 0 0.0014 ! 24" A 0.0014 ! 24" 0 0.0014 N _ I ig" 0 0.0113 I y ZO 400 ----•-----------•--------av-----------------------..m....--•--........------.......................... ------.............. 18 a 0:0109' 33a- 2 U V 0:0 -- C 6 w ---------------- w 4" A 1g" 0 0. 7 RIM EL 413.72 0185 Q M EL 416.08 w 2XST SLOPE I 24" ® 0.0083 I IE OUT 402.45 E 8 RIM EL (BURIED) RIM EL 411.92 IE OUT 401.98 i 390 -------------•--- IE OUT 401.62 IE IN 402.03 IE IN 402.50 w ` 9 RIM EL 399.82 RIM EL 404.81 BOT EL 401.95 IE IN 401.66-----•--------••------------------• 80T'EL"""40"is48----------•---."...--------•--• 10 IE OUT 394.78 IE OUT 398.74 IE 12" IN 408.26(W) _ RIM EL 395.58 IE IN 394.78 IE IN 398.92 IE W' IN 401.83(S) U BOT EL 401.12 Q F- 380 ---------------•-••-"---•-•--•-•----"-.....------•"--"-------•---------�--OLL-390.05----.....----....------•----...-•-----••-------)E-.6„ IN �:�WZ.------••--�-�--6„""1N..3�:6�(.$.W�"....--•--.....------••------...-------- RIM EL 394.85 IE IN 390.05 BOT EL 394.78 BOT EL 398.38 -----•-----------------------------------------------•------...-•--------•-•--------•----------•--------•--------.....----------...-------------------------.------------------------------- m IE OUT 389.20 IE 12" IN 390.35(SE) IE IN 389.30 IE 18" IN 390.53(NW) 370 BOT EL 388.70 BOT EL 389.58 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 STATIONING IN FEET o ANACORTES AVE NE I EASEMENT THROUGH I WEST OF ANACORTES AVE NE NE 10TH ST I 430 I ANACORTES AVEN I ANACORTES FENCELINE ' W I PROPERTY I I j CT NE w ---------...--••-----•--•----•"------•---•-------••-"-----••-'------------------•--...-------:--....-----•-••-------•-----•-----------------•-------------- ------•-------...------...-------•---------"---------------...---------------------------------------•-----------------•-----------------------•- ---------------- ---------------- 0 -----• ca � E/W CREEK U a i i 420 N LL x HOUSE DRAIN w ---•---------------- w ------•----------- ----------- :--------•--------•- rt `� I 24"! 0.0014 1 24"Q 0.0018 24'e 0.0018 0.0025 j 24"0 0.0025 I 24"D 0.0025 8„® 0.0033 410 tq = H LL ~ B- F MAX POOL ELEV 406.5 2 A z w RIM EL 412.68_ RIM EL 409.29 IE 403.5 BOTTOM ELEV 403.0 IE 404.0 400 w RIM EL 412.47 RIM EL 410.74 R(M EL 40J.88 `"""""""""""4 """"""""" N IE OUT 402.78 IE OUT 403.11 RIM EL 409.00 Z DISCHARGE STRUCTURE IE OUT 404.14 IE OUT 404.80 IE OUT 405.50 O IE IN 402.83 IE IN 403.21 IE OUT 408.38 RIM EL 411.5 IE IN 404.24 IE IN 404.90 IE IN 406.88 IE IN 408.33 w BOT EL 402.28 IE 18" IN 403.36(W) BOT EL 404.30 SOT EL 405.00 Q Z IE..oU.T 4Q3.44 IE 18" IN 404 54(EE BOT EL""402'.bT- - ------------•--------•---- ---•-•------ BOT EL 408.28 > J IE IN 403.45 BOT d03 ---- ------------------------------ 390 w BOT EL 402.94 RIM EL 409.13 w Q IE OUT 407.33 IE IN 407.31 ... -----•-------------------------------- -..------•-•----••---- ...----...: IE 8" IN 407.37(W--- ------•--- --•------ ------- gar--��ao6-:5d---- 380 o W 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 370 tt 440 STATIONING IN FEET NE 10TH STREET W EXISTING 430 --------•---------••---------I------------------------------•---•-----------------------•-- GROUND I 420 ------•-------- NE 10TH PLACE N F- fwwLL - w420 ----------•--------•--------------------•----------•------- - 1 ----••-------•--•-------- -- ------......-••---........................... ...... v 29 Z p w I' RIM EL 437.82 - I 18" A 0.0046 I Z v Qlc IE OUT 426.11 Z ��' O I -iia IE 12" IN 426.19(E) RIM..EL-_40929......8..."....-..--. 4 410 -1•- IE 12" IN 433.34(NW) Q 400NI- R-W--EL-408:30"------•------------------------------------------ -R)M.EL--A]2.23.----- j - I - 8 --0:01&7 -------•---•-•........................................ ---------- w IE 403.37 IE OUT 404.40 OI w IE IN 403.21(E) IE IN 404.89 ' w I IE IN 403.36(W) IE 18" IN 404.66(E 2 RIM EL 416.46 uij BOT EL 402.61 BOT EL 403.59 0 400 R�-EL..4.12_47 390--- ---IE-OUT 410_14 -- Z' IE OUT 404.14 IE IN 410.24 0*00 1+00 2+00 3+00 --------•------------•---------4-•-•-----••----------•------- I IE IN 404.54 BOT EL 409.75 STATIONING IN FEET IE 24" IN 404.24(W) 390 BOT EL 403.64 0+00 1+00 2+00 3+00 4*00 5+00 �® 6+00 7+00 CITY OF RENTON. FIGURE 4-4 NOTE: STATIONING IN FEET WASHINGTON ALTERNATIVE 3A PROFILE LL CITY LEV TI N R NERE USED N.E. 10TH STREET/ANACORTES COURT TRUNK STORM DRAIN . W FOR ELEVATION REFERENCE. STORM SYSTEM IMPROVEMENT PROJECT IMPROVEMENTS A -1 n CAD CONTROL DATE:16.'02:06 17-JAN-lM 40807AO1.DLV 9.87-5 9,87-4 3,H8-1'` 8,17-CUL 9.C8-16 9,08-16 ' 9.88 5 9,E7 13 I 9,F7 6 / `'` 9;87-5A / 9,07-6 9.D7-8 - 9,87-58 -9.88 4 9.C8 17 I 9,F7-3 8,H8-2 U � I \ �^ 9.88-7 9,C8-13! Q 9,08-12 9,D7-9 ♦ 9,88-3 9,C8 14 Z 9,E8-6 y -4� SO 8.18-2 9,88 CUL_ .Qir� 9,D8-9 -J1 9.08-15 i 9,F8-3 �W 1�e} i Q 1 •Q . 88=4 Be-.B �9 88-6 9.C8-22 i9•C8-26� 9.C8-4 9•D8-7 9.E8 5 9.E8 4 w = Z I 9,C8-20A + 1 a 2-58"X 9,C8-5 < I N i �r Z 8,18 1 9,88 /3 36'CULV- 9.C8 208 9,C8-3 9,08 8 9.08 1 9,D8-11� �I ' j J f 9.E8-3 p 9.F8-2 1 ' 9,88-t5 9,C8_21 10 10 9,C8;2 I 9.08-6 I 9,D8 2 i O 9,F8 1 ! 13,H2-3 ---- 9,C8-1 . 9,08-5 9,08-4 9 D8-3 U z 13.H2-4 /1 1-------4,@8��------��.. 9C8 IBA: 0. --- - 9.08-10 - i I � t3d 1 AREA: 2.39 Ac 9.08-14 :1 O 13.H3-21 }� I 14,F2-4 13.1 —14,F2 5 2-1 AREA: 4.36 Ac I I 14,C2 t O 14,C2 3 Z O ( I 14,F2 3 I I I ta,C2 4 PC Z I 14,82 4 u,C2 2 AREA: 2.54 AC i 14,F2-2 I �{ :4.82-2 14.82-3 t4,C2-6 �11TH CT I 4 14,C2 7 7 13.H3-5 -Q I 14 AREA: 2.19 Ac AREA: 2.38 Ac CITY OF 14,Fz-, - - �- I +m 1-a-•az„�„�4sz-� R. _6---- u,c3 n* u,c3 7 KING z I RENTON I --------- - - ---- --- --- - 4 C3r8 I I qs, COUNTY I a W - — + I LLr.i` �ti0 11TH v _ o cn -- KING S T , i :z EA: 6.13 Ac 6 --_O� _S.L— U ----.__ --— -- COUNTY-- -_(� 13,13-i ' '�� 14,C3-73 >Ic14.03-11•,-� TOTAL BASIN ta,F3-t. 14.C3-12 14,C3-10' ( - i ♦ /--- I ''! r i '^�. \ f I i —�► I _` / AREA: 6a.v Ac 14,83 14.F3-2 --- LL p #14,83-z10 LLJ __.._ 14,F3-3 14.C3-9 i AREA: 6.48 AC ¢ 1 I ��♦ � 8$ f 111 O i t4,F3 4 -�- - > AREA: 3.98 Ac PL — i I t � --- 43'4 _m I ; i 1-4 C3 3 14,C3� 1TT 4 �(/� i+ �k14,03 1. P I `�� 3-5 `moo I LL/ 14,F 9 7 f + , ` AREA: 1 1 14.C3-1 r, 5.H4-7' 1 f �'���'�"^� j ; l` �` 14,F3-6 I �. i' AREA: 12.78 Ac ( \� ta.F 3 7 i13.H4-6 1 1 � t +/ -1.1-L-� i i4.D4-3 1�. I ``♦ 14.F3 6 '------ . f 14,84-5 14 C4-3 3 -- --- - TL --- - T r��.D� 2 14..04-1t SE \ 1. - -� 14.E4_11 116TH `3-3 f {�4.C4- i14,C4 1 '-_ -- 1ST14,Fa-5 EA: 8.15 Ac I �4 JZ. 1 I -- ------ iI *14.C4-4"��ULLj AREA: 4.96 Ac 13 H4-2 1 13,H4-4, 1 . -E I 1 fl S T I''lAR _ 1 �/ 2 _ I 14,F4- W op LLJ i 1iH4-3i j Arlindale 'Plat — I I ��' � '14,E4 I(ICITY OF / 14,E4-10 RENTON . j 14,F4-3 \\ KING 14,Ea-t - \---� COUNTY F4L7 14,F4-4 I . 14,E4-2 LEGEND — — -- ,4.E4 6 —1 _6-_SE —` 118TH L -- { DRAINAGE BASIN BOUNDARY --_�' -- - 14.F4-1 '1 i -------- �Ea-j`-, ♦-\ L- - ILL I SUBBASIN BOUNDARY ------ I i la E4 5 14,E4-3� - _> f i �0 SUBBASIN DESIGNATIONLLJ a I 05 NODE LOCATION 3 NUMBER Q '-- ¢ { _-~ I t4,F5-2 D 150 300 450 014 B4-2 CITY OF RENTON MANHOLE I.D. NUMBER SCALE V=300' CITY OF RENTON, FIGURE 1 _ ---- -4 EXISTING FACILITIES NOT FOUND IN FIELD WASHINGTON — W~ N.E. LOTH STREET/ANACORTES COURT DRAINAGE BASIN BOUNDARY MAP �- .-s 4 STORM SYSTEM IMPROVEMENT PROJECT — CAD CONTROL DATE:13.'CO:29 25-AUG-?M5 4o801p01.oGN 430 WIJITMAN CT N.E. I -i WHITMAN Cl N.E. N.E. 10TH PLACE ......................................................................... ..............--------- ..............................7----------------------------------------------na................................................................... ---------- --------------...........-----------................................................................................ ......----------- I C.) EXISTING 410 ----------------- Lu GROUND 0 0 ............................ ........... w ------------------------------------------------------------------------------------------------------ LL ------- -------------------------------- ------------- m --------------------------------------------------------------- ---------------...... ---------------- z ----------- ------------------------------------------- c ........---------------------------- .......�.# r ir 0 Ur 0 ir 0 lEr 0 LLJ 2 Z 400 ---------------- -------c6------------------c6................................. o.nl 11 0.0032 0.0043 0.0034 01W.0055 ------------------------------......... 0.0109 .............................. ---------- ..................... < 0. ................. .................... ............................. > lEr * 0.0 -----------------------------------5------...................... -----------------------------------------------------------4. ............. ui ------------------------------------- .0 6 ----------- RIM 411, RIM M EL 414.54 ui 390 ----a----to \�� , ".iT RIM EL -- ------ - RIM EL (Bu t ui .............................................................. 8 (BURIED) RIM EL 413.58 RIM EL 412.23 ui .000 .............. ........................I............................. IE OUT 401.62 IE OUT 402.75 IE OUT 403.45 IE OUT 404.40 9 7-------------- JE-IN....4Ql.aa............ IE IN 402.90 RIM EL 399. R I M EL '404.81 ------------------- .1...................................................... IE IN 403.52 IE IN 404.89 IE 12" IN 408.26(W) -BO-T--EL--4C2.6S---------------*�-fE--Q"--IN--4G7-.-2q(W)...................IE OUT 394.78 IE OUT 398.74 IE IE---W"--IN--404.66(C4-------- UJ IE IN 394.78 2" IN 408.76(E) BOT EL 402.32 BOT EL 403.59 380 -----------------------------7------- ............................ RIM 395.58 IE IN 398.92 BOT EL 400.84 ..... IE 6" IN 395.36(y4 1 RIM EL 394.as RIM 395.08 ............... ----66T--�C-- yl�----------------IE 6" IN 399.62(SV4 IE IN 390.05 IE OUT 389 -------------------------------------------------------------------------------------- U ------------------------------------- F- .20 IE IN 389.27 IE IVIN 390.35(SE) I -------------------------------------------------------------------------------------------------------- < BOT EL 385.08 BOT EL 3B5.78 IE IWIN 390.53NW) 3701 BOT EL 389.58 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 STATIONING IN FEET 10+00 11+00 12+00 13+00 14+00 15+00 460 > 0 m NE 10TH STREET > 460 450 -------- -------------------------------------------------------------------------- Lu ...... ---------------------------------------------------------------------------------------------------------------------------------------< ----------------------------- Ui' ------------------------------ 450 440 ----------------------------- ------------------------------------------- Z!-------------------------------------------------------------- I Lu7 ------------------------------- uj ----------------- Lu <! z LLJ U. ---------------------------------------------------------------- 440 4W ---------------------------------------------- Wl ................... ------------ -------------------------------------------------- Z 7' EXISTING zOj-------------------------------------7------------ ...................... -------------------------------I 0 GROUND......... ------------------ ....---------- ------------------------------ 430 < F- tj > 420 ------7 .................. cli ui ......]" ----------....... ............... -1 4-------7------------------ 12" 0 Lu cli I 0)-------------------------- v 7------------------------------ -------------------------- ............. ---------------- 7 0.0529 0 .............. . ...................................1- -------------------------------------------------------------- 420 410 ------------------------------------------------------- O.0065 ------------- ------------------- 6 0.0047 -700-!0�0-'fi -- E .1. --------------- RIM EL 437 82 w ------------------------------------------------------------------------------------------------- I OUT 426.11 4� I ............. 'a ------------------- "N\RIIM EL 4MO9.88 21 E IN, 7------------------------------ 410 400 --------- --------------------------------- 3 IE 433.3�NW) 7---------------------IE--(X-.)`T---4ory.56----------------------------------------------- 12' IN ------------------------------- ............... IE IN 406.58 -------------- BOT EL 425.37 ---------- ----------------------------------- IE 12" IN 4U.43W) RIM EL 410.74 RIM EL 4 ---------------------------------- ------------------------------------------------------------------------- ---------------- ------------------------------ ------------------------------ i IE OUT 407.86 IE 10' IN 1406.88S) IE OUT RIM EL 416.46 400 3901 BOT EL 406.22 IE IN 407.99 1 IE OUT 410.22 'SOT EL 406.35 IE IN 408.84 IE IN 410.24 16+00 T7+00 18+00 19+00 20+00 - BOT EL 408.28 1 SOT EL 409.75 21+00 22+00 .. 23+00 24+00 25+00 26+00 27+00 28+00 390 STATIONING IN FEET 2,9+00 30+00 NOTE: CITY BM#159, 1988 NAVD USED FOR ELEVATION REFERENCE. CITY OF RENTON, FIGURE 2 WASHINGTON EXISTING STORM SEWER N.E. 10TH STREETANACORTES COURT PROFILES STORM SYSTEM IMPROVEMENT PROJECT MAIN TRUNK LINE CAD CONTROL DATE:12:58:59 25-AUG-r995 40801P0I.OLV -K 21 1 1 1 ---- 430 430 430 C) 430 z 420 --------------- ------------1---------------- w NE IM I STREET 420 ............................................................. z z 420 --------------------....I-I------------------------ < C) 420 ------------------------------------------------ cn --------------------- -1�--------1-11----------------------------------------------- ------------ cl 410 ---------------- LU ...................... 410 -----------------------------C'j F- ------------------------------ 410 .............. ..... -0i cv c� --------------- 410 ------- 104 12 0 0.0067 ------------ 400:1------------- ------------ ----------------------------- 400 ...... ------------- 6" o 12 0 0.1106 -------2-7 0 ------ -------------------------------- .... ........ ------------- RIM. ----------------- --- 0.0442 RIM 400 -4.0600------ - ---------------------------------- 7 E 6" o RIM EL .27 400 - ---------------------------------------------------------------------- -----------------------------RIM.-EL--413- --------------- 0.0162 7 IE NA RIM EL 413.91 �U ' 6 8 BOT EL 404.06 1 12'' CUT 4 10.I(E) 6 IE 1Z' OUT 410.25(W) 390 -------------- --------- R I M EL 399.82 E 12" OUT 410.72(E) BOT EL 408.87 IN 4 0.,(,W) L ---- ------- -- ........... .... ..... RIM EL (B U�Rl E 10)� 12" RIM EL 398.99 IE 19' OUT NA 390 --------- --R I M-�Et--40&.-tt--------------------- I N 410.7-7(SW)0 390 --- -------------- ---------------- 8 T RIM EL 411.92----- ................. jp_(?T EL 409.30 RIM F ---------------------------------------------------------------- IE 6" OUT 396.25(E)IE 6" IN 395.36(W) IE 19' OUT 398.74iN) RIM EL .31 ------------------ 390 -- --162N... IE 6" IN 396.27(W) SOT EL 394.78 IE 18" IN 398.92fS) --------------------------------------- EL 395.49 IN 399.62(SM IE 6" OUT 404.58(NE) IE 18 IN 401.&3(S) BOT IE 6- 380 1 IE 6" IN 40.4,75(W) IE 12" IN 408.2UW) ---- 380 E30T EL 398.38 0+00 1+00 380 L SOT EL 403.22 IE 12" IN 408.76(E) 0+00 1+00 380 1 BOT EL 400.84 0+00 1+00 0+00 1+00 2+00 3,00 4+00 5+00 430 NE 10TH PL 430 NE LOTH STREET 470 w Lq 420'n q-------------------------------------------------------------- ........................... < SE 116TH STREET 420 q----------------------------- --------------------------------------------------------------------- ---------- >--------------------------- ............ c\1 I --- 460 410 12" o.oioo - ------ --------------------1. 1------------------------- 12" 0 0.0100 ------------------------------------ -- -------- >L 410 ------------------------- Qw LL cz :5 --------------------------------------------------------- I------ ... ..............------ ........................ !21 450 tWEL A15-73 . . ........ 400 7� --R�4�M�EL-AZ�-555,8- -5------------------ 12" 0 I RIM EL 409.38 3 U A ..... t . IE �19' OUT 4CL3.45 400 LU--EL-AIS-73----1 0. I tlEJ OUT 4 --------------------------- RIM EL 409.38 3 0.0564 IE IZ' IN 409.5XW) E 1&* IN 403.52 IE L4 OUT 411.00(w) 4E---18'--GUT---4C)6;56(N)------------- ------------- SOT EL 407.T7 T IZ' IN 407.29(W) IE 12" IN 411.144E) IE 12" IN 406,58(E) --------RI.M--EL--453.Ca----- 440 390 SOT EL 4o2.32 BOT EL 409.66 IE 12" IN 406.43(W) AE OUT(W) 436.54 IE 1U' IN 406.88(S) !IE IN(E) 436.61 0-00 1+00 2-00 390 SOT EL 406.22 E OT EL 436.00 LEM --4378�_--E L -82-.......................... oloo 1+00 2-00 3+00 4+00 5+00 IE OUT 426.11 430 IE IN 426.119 IE 12" IN 433.34(NW) BOT EL 425.37 28+00 29,+00 30+00 420 NOTE: CITY BM#159, 1988 NAVD USED FOR ELEVATION REFERENCE. CITY OF RENTON, FIGURE 3 E WASHINGTON EXISTING STORM SEWER N.E. LOTH STREETANACORTES COURT PROFILES STORM SYSTEM IMPROVEMENT PROJECT LATERAL CONNECTIONS CAD CONTROL DATE:06:58:45 04-MAR-?%6 40801AOO.OL V 1 I 3 � 1 5 I 8 1 cp Z O 1 0 \ 07 \ A 20 / 14.C4-2 SDMH 22 • ry^ /// \\ . 18" N NV - 06.56' 12" W INV 406.43' p� ` 10" S INV • 406.88' ♦sue �. \\ CL BOTTOM - 405.22' 40 � \0j' o'cl\\ `5 q� 0 / / o Y� s 19.56' bq SDC8 •23 $ / RIM - 409.13' \\a.- e 8" N INV - 407.33' \ ' �! 6" E INV - 407.31' \ .' Q6 6" W INV - 407,37' \O / 6 CL BOTTOM - 406.54" / >r \\ O10 O =d ?� O� Op 6 p� \\ C \d" 4053 p >t \\ A�OO 0 p c v ��O O\\ R MCB 409.20' Ir. 6" W INV - 407.52' i 0 6" E INV - 407.53' s p10 p \ CL BOTTOM - 407.21' �0 •sue \ - DATUM 0 36sf• \\ CITY OF RENTON,SURVEY CONTROL NETWORK PRIVATE YARD DRAIN 1988 NAVD (LOCATION APPROX) Op RIM EL 409.00 1-1/2" BRASS DISC W/ PUNCH ON 4" CONC MON IN I U 40 CASE,0.6" DOWN AT THE CL INTERSECTION OF NE 0i IE IN 408.33 12th STREET AND UNION AVENUE NE. ELEVATION - 126.78 m., 415.94 ft. 1 CITWASSHINGTONOF N FIGURE 4 NE 10TH / ANACORTES CT. - ' T SYSTEM STFEIMPROVEMENT COURT CITY OF RENTON STORM SYSTEM IMPROVEMENT PROJECTLEMON TOP OF CURB ELEVATIONS Cj 9.137-5 9.87-4 r LLJ 3.17-C UL 9.F7-6 7-5A 9.88-5 Q:� 9.D7-6 9.D7-8 9.97-58 -9.68-4 9.C8-17 9. 7-3 9.28-7 9.C3-13 9.1)8-12 D7-- '60- 9.ES-6 9,08-9 E)a_ 1 j U6 )GIA C, -,,5 9.D3-7 9 E1-6 E .68- E33-6 C3-22 9.CE-2 9,C3-4 9. S-5 9.E3-4 z 9.C8-20A 9 2-58")(3 6 C8-5 9,D8-1 1 3 CULV g.cs-3, 9.0 1 9.F3- 19 D8-3 > t 21 9,C3-2 9.D9-6 .138-15 C8 1 10 0 IT12-3 r7_1- 9.c8-1 9.08-5 D8-3 ------ 8;: 0 -0 9,D3-10 r 908-4 9.DS 4 13,12- 2.39 AC 14.172-4 4 AREA: 4.,16 14,F2-3 14..c 1�cl 2 14,C2-3 p 14.B2-4 14.C2-2 14.C2-4 14.F2-2 LLJ 11 AREA: 2.54 AC 4,62-2 14,B2- ---- 4,C2-7 7 14.C2-6 14 13.H3-5 ef---k 11 H T 143(�- AREA: 2.1 LLJ 19 AC AREA: 2.38 AC 5 14.F'­1 r-1 it 14 c3-11- 14.C3-7 III --0 / 1 6 7 a ST EA: 6.13 AC ST 4 C 13,13-11 R A: 4.00 1 At 3-13 14,D3-11. AR A: 62.91 AC 14.F3-1 C5-12 14, 3-10 If LLJ 14,93-13 43-3 14,F3-2 14.63-2rrr 10 Vito title 1111#11 rnnuw z LLJ -------- ♦ 14.F3-3 c RE X: 6. AC lk 10 H 9 PL 14.F3-4 ARE c A: -13-4 < 1 14 14.03 CJ-4U14 C3- :D LLJ 14.F3-5 F REA 1. ;14 .H4-7 WAhj;j title to .... title _ C3-1�/ ♦ 14.F3-6 C-) AREA: 12.78 AC tt If AREA: NE I -6 0 H 1 14 1 14,P3-8 13.H4 110 D4-3 ST I 14,D4-2 14, 1 14.. 4-5 D4�1; 3 a-- bomillem - 14 E4-11 SE 116TH ST 14.F4-5 z1 14. %, 14,C4-1 .4 - A EA: .15 AC i 14,C LLJ R A: 1.16 13.1-1 -2 1 .1-14-4 :LSE AREA: 4.96 AC 117 H T ---- 14,F4-2 �4.84-2 L.Lj C/ 1 .1-14-3 14,E4-9 14,E4-10 14.F4-3 14.E4-I ❑ - 14,F4 7 14.F4-4 14.E4-2 14..E4-8 I E4-6 S E LEGEND 14.E4-4 118T. 1 T ST --------- DRAINAGE BASIN BOUNDARY 14.E.:-7 I\ 14.F4-1 ........... SUBBASIN BOUNDARY LLJ 14,E4-5 UBBASIN DESIGNATION , S 14F5-3 Ir NODE LOCATION 8 NUMBER Dco-Ak--j 14,94-2 CITY OF RENTON I.D. NUMBER 0 150 300 450 c c v- SCALE W ASHINGTON CITY OF RENTON, FIGURE A N.E. LOTH STREET/ANACOR TES COURT DRAINAGE BASIN BOUNDARY MAP STORM SYSTEM IMPROVEMENT PROJECT 408C taC I.DCN \ \ �❑I` 9.87-5 9.87-s 3.Hd- I \ 3.17-C'JL9.B8-5 9.C3-t6 r l ' • 9.C8-16 ♦ 9 7-SA I . E7-13 9.F7-6 � 8 HB-� 9.68-4 9.C8-17 UI 9. 7-3 0 9.C3 t3 Qif I 2 1 D7-91 I 9.F7-5 ! 9 9d-3 "� L71 -L� Q 19.E3-6 i 318-2 9•B2-CUL lAt,'1 ,! 9.Gd-9 - ---1 I -Do-15 A J 9.D8-7 Q 9.E3-5 I I . I "♦9.C3f 2 9 i ❑ . nZD98 .83-6 9.Eo.9t .Ed 4 9,C8-z 9,C8-20A 9,D8-t 19 9,C8-3, D8-d 9.D3-,1 I 9.F3-Z 9w 9.C8 9.C8-2 9.D3-6 9,F8-1 .68-15 9C8 0 3.H2 3 9.C8 1 D8-5 908-4. D8-3 9.03-10 I IN:SA 0 c 0 r 13.12- % O AREA: 2.39 AC � 9.C8 la ' 14,F2-4 14,F2-5 �J al �uu�nin�mnlnnnmm�unnnnu��nununl 14,F2-3 n AREA: 4,36 ta,C2Ac 1 2 14,C2 3 o O 1 P ' ta,B2 aW ta 1.2-4�o 14.F2-2C2-2 AREA: 2.54 AC z p ,62-2 umn ,82- ""'nuunnnununun� �ta,B2-2 ta,B2-3 ,4,C2 6 14 11 H T n 14. 4 14,C2-7 7 % 14,F2-, t3.H3 5 qq AREA: 2.19 AC AREA: 2.38 AC % W FTl I�i� 11'17 1 14,C3-1� '2i-/1 74,C3-7 z tz '1/ 6 11 H S T /,�`� 1 o S I L� EA: 6.13 AC 1 13,13-1 _ A: i 1� 14,D3-1 AR A: 62.91 AC 1a,F3-t C3-12 14, 3-10 w �1 l 3 _ z ---I / 14,93-3 = Q 1 13-3 �� ❑ 1s.83-2 .� W CD - 10 W 14.F3-3 I��ununnau� +mnu� - _ RE 6. 14.93-1 NE 8 ,4,F3-4 10 H = 9 P� 02 1 . •�AREA: 3.9 Ac 43-4 G 14.C3-3 1a.D3-� a,C3 a 4 • 14,F3-5 cP t-r-1 ta.C3-x II E =IREA 1.4 AC z 1a �i1 C3 t 1 \ lii�ani7t n"n"l n11 �� nm 1 14,F3-6 Ha-7 = 1 AREA: 12.78 AC ll ta,F3-7 �� NE 10 H , a , Q l8 1 i 11 � 14,F3-8 -13.H4-6 1 ,4,B4-5 1 14.D4-3 ST 14,D4-2 14,D4-1 1 SE 116TH t 14,C4-3 3 14 Es-11 S T 14.F4-5 p 1 14,C, � 1 u pp 1 I ��.�J. � 1� 1 A EA: .I$ Ac 111 1 t 1 ta,c 15 1 w 11 AR A: 1.16� AREA: 4. c H C '( � 13. -2 1 ,H4-4 1 SE 117 H T _ \ 1 '� R! �.�, 14,F4-2 �4.84-2 14,64-3 1 1 .H4-3 i 14.E4-9 � ta,Ea-10 /% 1 14.E4-1 14,F4-3 1 � 14,174 7 14,F4-4 14,E4-2 14.E4-8 14.E4-6 SE C� LEGEND � 14.E4-4 118T ST ------- DRAINAGE BASIN BOUNDARY E1-7 14,F4-1 a,E4-5 nunummmmuui SUBBASIN BOUNDARY W 14,E4-3 I j..,`�✓1Q�`v�. ����� 0 10 SUBBASIN DESIGNATION (/-) w 14.F5-3 CC \\ t! t•52 NODE LOCATION 8 NUMBER I ¢ t4,F5-2 �v CITY OF RENTON I.D. NUMBER ���a C� 0 150 300 4$0 SCALE r-300• CITY OF RENTON, FIGURE JB J WASHING TON - ��r N.E. LOTH STREET/ANACORTES COURT DRAINAGE BASIN BOUNDARY MAP � i STORM SYSTEM IMPROVEMENT PROJECT CA 3 :;NT;;7 CA-.E: -,3-1-;4- 3,3� 408CIA01 D( 9.87-5 9.87-4 3 H8-1' 71 3.17-C11L9.E38 �-5A _5 9-67-ts 11 1 9.E7-17 9.F7-6 -9.68-4 �9,--3-�17 9.D7-8 9.C,3-13 (2 9. 7-3 9.98-7 Z:c 9.BB-3 9. 1 .07-9 3.18 L D8-12 9.E3-6 9.F7-5 932 j 9.08-9 n. A LLJ 9,08-7 .88- 9.C,9-22 I �I 1 9.E3-5 z -6 g.ca-2 9 cs 913-4 9,08-20A A CULVI g.c3-3 + 9.D8-I Q / �. 11 c-ce D8-3 9.08 O 9.C 8�21 10 9.C3-2 9.F3 Z 13.H2-3 B8-15 g.ca IA�---- -- , I 9,D3-6 9.D8-2 9.F8-1 13,H2-4 ---- CI -- -4 9.c8-1 9.03- Ii 35 11 ----- -- -------- 9 D8-4 08-3 9.D3-10 73.12- 9.D8!2 AREA: 2.39 AC H3_2 1 .12- AREA: 4 141F2-4 r> 14,F2-5 c ) Z .......... i!�C 2�C, 2 1 'c 0 - 14,F2-3 14.82-4 14,C2-2 I 4.CZ-4 0 fill I gill 111$#, 11111111 AREA: 2.54 AC J4,62-2 4,82-3( 14.F2-2 116 T A 4� 7 14,C2-6 14.C2-7 14 13.H3-5 AREA: 2.19 AC AREA: 2.38 AC r-1 off IM- - 14-C3-11 14 C3-7 LLJ 14,F1_1 Al 6 LLJ ST 11 H 7 EA: 6.13 AC T \A 14.c3-T3 14. 3-10 R A: 4.00 Ac 14.D3-i 4, %1 C.3-12 AR A: 62.91 AC 14,F 3-1 LLJ 11- 1 1 43-3 14,E33-3 -1 C:) 74 B3-2 ...... , T 4.F 3-2 Illf,11111111111111 116111till 10 11 �z L�j 1114.83-1 14,C RE 6. AC < 14.F3-3 NE 8 AREA: i:- 10 Hz A: 3. c PL 14.F3-4 -43-4 7� 14 C3-3 11 02 c3-2:: 4 14,D3-1 E I �REA 1.4 Ac E 14,F3-514 C3-i 11,11 -2 C.H4-7IN 12 �% 14,F3-6 AREA: 12.78 AC NE 14.F3-7 13,114-6 14 1 14.8 4-5 H [ .1)4-3 ST 4,D4-2 14,F3-8 14.D4-1 1, 1 14 E4-11 SE ♦ 116TH % 14 q,, , %1 1 74 ST 14.F4-5 11�i LIJ C4-1 A L-A- 15 AC -81 :L- I 14.0 4- 2c 15 S11 117 H 'AR A: 1.16 LLJ 13.H I H4-4,-2 .9 ARE 4. 4 T -2 14.F4-2 LLJ< ML 14.E4-9 % 1 14,E4-70 14.E4-i I4.F4-3 4.F4 7 14.F4-4 LEGEND 14.E4-8 14.E4-6 SE 14.E4-2 --------- DRAINAGE BASIN BOUNDARY 14,E4-4 118T� S T ......................... SUBBASIN BOUNDARY ---- 14.E� 7 14.E4-5 14.F4-1 SUBBASIN DESIGNATION LJ 10L cn =L, F 141F5-3 y:s A NODE LOCATION �Lev v�a K VC, 2- & NUMBER ---- 14.94-2 CITY OF RENTON I.D. NUMBER <: llb- Surce, 0 150 300 450 < 14 F5-2 s SEPAPLATE ALTERWA -5 SCALE 1"-300' CITY OF RENTON, FIGURE I wASHINGTON N.E. LOTH STREET/ANACOR TE S COURT DRAINAGE BASIN BOUNDARY MAP STORM SYSTEM IMPROVEMENT PROJECT 408C taG i^DC,N 19.17-C 9,B7-4 V v 1.Ha I \\��sr• 3.17-CUL s.Ca 16 1J� 7-5� � 9.88-5 1 9.E7-13 n 8,H8-2 -9.B8-a 9.C3-17 Q ► / 9.D7-6 9.D7-8 9.F7-6 9,Ba-7 - 9.C3-13 CI 9. 7-3 9.88 > >. 3-u zi 9.D8-12 D7-9 9.r'7- I `-'.88-C;:L i < b _.-!119,�a-6 ,_ 5 9,Ga-9 --I 4C3-15 ti 9,Fa-_ Oi I � Iq�9.D8-7 `1- q •W _�� R o Z .83-6 9.C3-22 9.C8-2 9.C9-4 1 > 9.E8-5 Q� - I 9.C8-20o ?-I) I I 9.Ea a Q c� 9.C8 5 i Jv I r ztg•�c_1 9.68-13 1 _ 58 f.a6'000V, i g a 9.C3-3 9,D8-I Q • d C' 9 E'-3 9.Fa-Z I4 9.Ca 21�10 9.C3-2 9.D8-6 _ II .HS-t5 9•CBktoa__" Q 9,D8-2 9.F8-1 1 3.H2 3 -�_ 9• --- - p N LL 13.H2-4 I IM -!4---------94i1 5r'ISA: 0. �c ♦ 9.D8-5 9 DH-a D8-3 9.D3-10 Z 2.39 AC < r • O AREA: 4.D8 4 t H3-2 I --� 1 .12-• inH Illy niuiiuln,nnnnnnnn,mnnm niniu,mny _30 ,4.F2-4 i4,F2-5 > l AREA: 4.36 AC O _ \ 7T� 1 14,C2-1 2 ta,C2-3 / O 14,F2-3 1 - $ 1 LtJ 14.82-4 1a.C2-2 14,C2-4 j Z }nuun1111111111111111111un1nn1111111111111111111111111„- AREA: 2.54 AC + 14,F2-2 11 H T N4.B2 2 ta,B2 3 1 > 4 e 1a,c2-6 1 14 14.C2-7 14,1� 13.H3-5 q AREA: 2.79 AC t AREA: 2.38 AC FTl ���� 11,T11 I - a,C3 „ j W 4, td,C3-7 F2-I Z z 6 = I W 11 STz � H - 7 T / , 1 (, EA: 6.13 Ac 1\�N 13,13-1 x- REA: 4.00 tAc 3-t3 1 I C3-12 74. 3-10 _ W i 14,D3-il�-� AR A: 62.91 AC 14,F3-1 1 j 1 = Z 13-3 C 14,33-3 _ Q ♦♦ ❑ \ 14,B3-2 ouronl� M ♦♦ ta,F3-2 w � hunn11111,,,,, umuul 10 W t tiC 1 � � ♦ 14,F3-3 1a,C � RE 6.4 Ac Q > NE 8 10H = s P t4 L F -414. \ AREA: 3, c - 3 ' ♦ o ♦ ^ - 14,C3-4 14,C3-2= 4t4,03-a 1 ♦ � 1 I ♦ , E = REA 1.4 Ac= 14 {� + ♦ c ' ♦ P _ to C3-t F3-5� 12 c 1i3aa1�i�1 1111„1 1111 , ,, _ = Q 1 ♦ _ 1 U 24-II 1 I A ♦♦ 14,F3-6 AREA: 72.78 AC � NE ' Z J t�ll '-♦ 14.F3-7 -10 J 73.H4-6 H S T ' 1 14.84-5 � ta,F3-8 ta.Ca-3 14,D4-2 14,D4-1' SE 1 to E4-n 116 TH f / S T 14.F4-5 -L 14,C4-1 i- 1 A EA: .15 Ac ' u 15 AR A: 1.16 , ♦ ♦ W 13.H -2 1 .H4-4 i SE 117 H , ARE 4. c �4.84-2 T -- ' ♦. 14,B4-3 G ' 14,F4-2 t ,Ha 3 1 W � 1a,Ea-9 i' 14,E4-10 ` ♦ � 14,E4-1 14,F4-3 1 14,F4 7 4,F4-4 LEGEND 4.E4_a 14.E4-6SE 14,E4-2 '-------- DRAINAGE BASIN BOUNDARY 14.E4-4 S T14,F4-1 1,11111,,,„1,,,,,,,,,,,, SUBBASIN BOUNDARY 14,E4-7 SUB 14 E4 5 W ta.Ea-3 1O�1, 10 BASIN DESIGNATION (n 4,F5-3 l V10., J W 5 NODE LOCATION 8 NUMBER W QF- 14.B4-2 CITY OF RENTON I.D. NUMBER Q 1a.F5-2 D ,SD 300 450 a�-c� R r SCALE 1"=300' FIGURE 3A o CITY N ASHINGTON N.E. LOTH STREET/ANACORTES COURT DRAINAGE BASIN BOUNDARY MAPS STORM SYSTEM IMPROVEMENT PROJECT CAC, 40EC1A010GN 9.87-5 9.87-4 l.Hd-1 3.17-CUL 9,C3-16 "'J 9.D8-16 1 7-Sa � 9.88-5 �P 087 a �I 1/ 9.E7-13 9.F7-5 T--y 9.D7-6 9.D7-8 S'H8-2 -9.88-s 9.C8-t7 1 � L 1 I 9. 7-3 j 9.C3-t3 Q i� 9.D8-t�q _ 9.F'-5 9.28-7 2 .D7-9, 9.98-3 3.:.3-t_ <I _ 9.ES-6 "b 8.18-2 °.SS-CUL \ ,. 9.D8-9 J I �'08-15 - ♦Li1 ��, 9.08-7 Q I J Fq.E3 I I > c 9.E3 5 .88 ° ' 83-6 9.C8-22 9,C°-2 9.C8-s � I -4 • Q ^T z o Z 9,C8-20n 9.C8-5 i r 9J3.1 '-SE"X.36 + 9.08-1 � I • N GULVI i 9.Cd-.CB 9.C3-3• 9.D8-d 9.08-t t 9.F3-Z t L 9.C8 2t� 9,C3-2 9. 3-6 .88-15 9.C8 1010--- 0 9.D8-2 9.F8-1 1 10 13.H2-3 9.C8-t Z 19 o rq SA: 0. �C ♦ CV 9.D8-5 LL13,H2-d/ 1 -------- ,o ----------rurrOLriir*�m+rrnrrn 9 DS-4 !D8-3 9,D W 1 _ O } 9.D8 4 13,12- AREA: 2-39 AC 1 ,H3-2 _ 1 1 14,F2-a 14,F2-5 -.{ 1 ,12-; 'nwn\tr nnnrnrrrr rrrrrrrrrrrrrrn rnnnu......nuuuny AREA: 4.36 AC O n 1 ta,C2 t 2 u.C2 3 r � 1 t4,C2-4 W 1 14.82-4 14,C2-2 AREA: 2.54 AC Z pnnnrrunrrrrrrulrlrrtlr1rr1111tununnnn till Nnnu` 11 H T ; 14,C2-7 4.62 2 ,4,a2 3 4 7 i to-p_ la cz-6 � � � i 13.H3 5 1 14, AREA: 2.19 AC = AREA: 2.38 Ac W 14 F2 1 WC3-11 14,C3-7 1 Z 1 � - 1 J`S - w � 6 1 11 H `-' � S T � cn' SET (-1 EA: 6-13 AC = 13,13-t 1 _ R A: 4.00 lAc 3 13 t _ .�`` W } 14,D3-11 AR A: 62.91 AC 14 1 C3-12 14.^3-10 _ .r 3-t 1 \ ♦ i _ _ , ♦ 4,F3-2 4 - F-- Nrptr rnn�`` 1 qy ♦♦ 11 � 1a,B3-2 - ♦ w 10 w 1 H Irrunrnunrrrr'rrrrrrrrrr r ♦♦ 14.F3-3 1 Y to 83-t `14." RE A 6. AC Q NE 8 10 H = 9 p n '♦I♦ 4.F3-4 \ o ti D AREA: 3.! AC _ � � ♦ � Q 1a,C3-3 t4,D3-a i3 a _ 14,C3-4 14.C3-�- Q ♦♦ la,F3-5 I - P E 1 = F(REA t. AC 1 1 12 E 14 C3-I � 1 ♦ r rs�i�1,H4- nnm nu r Q ♦ 14,F3-6 rrr urrr 1 U 1 AREA: 12.73 AC , ' 1 14,F3-7 v NE 10 H 1I 13,H4-6 + 14,D4-3 S T 14 D4-11 ' SC ♦�1 14,F3-3 1 - , - - ,a.o4-2 .� 116 TH 14 Ea-n 0 1 14,ga� 1 1 1 S T 14,F4-5 .n 1 `��� L-1 14,C4-1 �- 1 A EA- .15 AC '-Ire 1 z ; - 1 1 1 14,C - -. FF- ♦ LLJ 1 ARE Ac i ♦ ` �� 13.H -2 1 ,H4-4 1 SE 117 H T I---- / - LL \ �484-2 ♦.-- �� 14,F4-2 W 74.84-3 1 W 1 H4-3 Cn z 14,E4-9 �i � ta,E4-t0 ♦ 1 1 14,E4-1 14,F4-3 ♦ / %---- 14,F4-4 ta,Fa 7 14.E4-2 14.E4-3 14. 4-6 SE ' LEGEND -------- DRAINAGE BASIN BOUNDARY 1a.F4-1 u 14,E4-7 ta,Ea-a 118T ST ruunnunrrrrNrrrr SUBBA$IN BOUNDARY � 14,E4-5 1a.E4-3 \�✓ �� r ,C 10�1 S�ee� 1� SUBBASIN DESIGNATION w 14.F5-3 * 5 NODE LOCATION 8 NUMBER j Q �}� �l.�p {�v2✓1�Z �� 14,84-2 CITY OF RENTON I.D. NUMBER Q F 14.F5-2 z 0 150 300 450 r SCALE 1"=300' CITY OF RENTON, FIGURE 3fiWASHINGTON r STORM TH STREET /ANA MOENTSPCOOURT ECT DRAINAGE BASIN BOUNDARY MAP �, a08C t,aCt DGu^ 9.e7-5 7-5A 9.88 5 9.C3-16 I 19.D8-16 II ` _ �9.E7-13 9.F7-6 9,68-4 9.Ca-17 Ui I ► 9,D7-6 9,D7-a � I \ 9.e8-7 - 9.ca-13 9. 7-3� ¢; � / 9J8-2 9 B8-CUL 9.Ea-6 9.f7-S I9,Da-9 9�D8-IS o cam_ h' i ic z -6 9.C3-22 9.C8-2 9,C8 Ijj 9.E8-4 B8 . I R I �- I 9.C8-20A 9.C8-5c;. 9.I8 8'x36"CULv• / I J 8-3 9.D8 t • 'r wl Z ' 1 9.C3- 9.c8-3, 9.88-13 _C? D 9.C8�2t� 1 9.C8 Q/ 9.D8-6 I 9.F3-Z I B8 t5 9.C8 to 1� 9,D8-2 13.H2-3 "a----__ 9.F8-1 9.C8-t 5 _ t9�o r�-'8A• 0 �C�♦ 9.D8-. 9 DS-a 9�D8-3 a LL 13,H2-4 t - ,o -T4--••-----snr uri rrrrmi ------ +mm. 9,D3-10 I CV W 1 13.12 ; _ O AREA: 2.39 AC 1 9.09 a � \ t N3-2, t = inNrt41 nnnnnrnrnnrnrnn..... nrnrnunnrnl 14.F2-a 14,F`-5 l AREA: 4.36 Ac /1 1 ta,C2 t O 1a,C2 3 1 14,F2-3 L.Lt 1 14.92-4 14.C2-2 14'C2-4 AREA: j i z *unnnnuunrnr"""110111nurc 2.54 AC ; 14,F2-2 11 H T ;4.82-2 a,82 3 1\ ; 14,C2 7 it 7 a`/ 13.H3-5 m ;t qq9 t ts, AREA: 2.19 AC AREA: 2.38 AC + I I- n rY�T r r i 14,C3-11 14,C3-7 LLJ 14,F2-i L 6 11 H " 7 `, SET1 EA: S 3 AC 13,13-1 14 C3-13Ac 1 I�C3-12 14, 3-10 L LL 14.D3-i AR A• 62,91 AC I4,F3-1 / ! 1 i3 3 C� - 1 LL D / = F- ` `�prr unr �� � K `♦ta,B3-2 1a,F3-�� _ - 13 Q � � � hnnnu'rr""' r�nunn _ 10 w , Y 'ta,C� 14,83-1 AC RE 6. Q J `.� 14,F3-3 1 9999 � NE 8 10 H = s AREA: 3. a3 a G 14.C3 3 - �' ♦ �2 - I4.C3-4 ta,C3-2= 4 I ta ta,D3 II �J REA 1. Ac • ,F3-5 1 = � r ♦ c rani�r ru�rrr un r = - O t'J q, r AREA: 12.78 AC 14,F3-6 ♦ � NE -' �(� Z �'U(I (all 1 ♦ 14.F3-7 CJ 1 � 1 ♦ 1 14.64-5 3 = I4.D4-3 1 1a.Ca-3 ta,Da-2 ta,Da-1' %♦ 14,F3-8 z 1 % iiii� 1 14 E4-11 SE 116 TH 1 la`` I � y-1 `- t S T 14.F4-5 A EA• .15 Ac 05k654/� i r t 1 ,a,c fl `�� -. r r��c�t', 15 1 Q�A: 1.16 . . Lil t3.H -2 1 ,H4-4 1 JE �1F ARE 4. C I `♦ 117 H w 14,84-3 G - �l ��- 14,F4-2 t2CW 14,E4-9 i 1414-10 ♦ ,♦ 1aEa-t ♦ ta,Fa-3 To 14.F4-4 KITS."-f ��t 4�F4 7 tSf 74,E4-2 LEGEND a+ QS115 t4., 14.E4-8 14.E4-6SE 118 T •-------- DRAINAGE BASIN BOUNDARY 14.E4-4 S T14.F4-I SUBBASI 4,Ea-7 N BOUNDARY 14,E4-5 3 ta,Ea-3 10 SUBBASIN DESIGNATION L'icn L� 14.F5-3 1 Y r�Q �Ve- / 'L�I (ot 5 NODE LOCATION 8 NUM j .94-2 CI Q Q 1tSSt rIIV�S JI_I NUMBER 1 iaTY OF RENTON I.D. NUMBER D 3C0 a50 Q 14.F5-2 P Ql -�- (Li �j(�•S�,U-70.Ce F- r SCALE 1"=300' CITY OF RENTON. FIGURE 3L W WASHINGTON STORM TH STRE T/ANA MENTSPCOOURT ECT DRAINAGE BASIN BOUNDARY MAP ® CERTIFICATE OF WETLAND EXEMPTION City of Renton File Number: LUA 02-119, ECF - Detention Pond & Stormwater System Improvements. Location: Detention Pond at 4520 NE 10'h Street Proponent: City of Renton — Surface Water Utility. Legal Description/King County Assessor's Property Identification Number: Please see attached legal/#102305 9434 3 Background: Section 4-3-11OG of the Renton Municipal Code lists the activities that are exempt from compliance with the City of Renton's wetland regulations. This section also states that exempt activities "require that a certificate of exemption be obtained from the Department Administrator". Description of proposal and wetlands: The applicant is proposing improvements to the stormwater system to reduce the frequency and severity of flooding in the vicinity of NE 10th Street and Anacortes Avenue NE. Improvements involve constructing a detention pond to store stormwater runoff, constructing a new stormwater pipe system for the pond and repairs and upgrades to the existing system. There will be buffer enhancements to an off-site Category 2 wetland located within 100 feet of the subject site. No construction will occur in the buffer. The enhancement of the buffer by removing the intrusive plant species and plantings of native species is a permitted activity. i A 3,070 square foot Category 3 wetland, hydrologically isolated, is located within the proposed detention pond site. As the wetland is less than 5,000 square feet in area, the proposed activity (stormwater pond construction) is exempt from the Critical Areas regulations. Date of Exemption: June 17, 2003 r: Conditions of Approval: None. 6 Ad C73 Approved by t e i y of Renton Date Plan ning/Buil ing Public Works Administrator U:wetlandcert.doc r_0 NOTES: OABANDON EXISTING UTILITY ABANDONED co :CBJ17 CB117 TYPE 2 48" c\j TING UTILITY 1.SEE NOTES 1 THROUGH 10 ON SHEET 5. @REMOVE Exis APPX SEPTIC TANK LOCATION ............ .................................................... ................................................................................................................. c� 2.UNKNOWN PIPE. CONTRACTOR TO EXCAVATE @CONNECT TO DRAIN STRUCTURE 3 RIM EL=419.6i 2' BACK AND PLUG AFTER HOME SIDE SEWER (DPLUG EXISTING STORM SEWER PIPE 12' E INIV=4110.411 (EXSj) 8'W ABANDONED c� CS 017A.�rmi: 1 12' N INV=1:410.81 HAS BEEN INSTALLED. OUTILITY TO BE REMOVED OR RELOCATED BY OTHERS CV 12' W IW4411.61 CB #17B CONIC INLET B 24+10,:10' RT 3.FOR DETENTION POND SECTIONS, S DR-9. ©REMOVE AND RELOCATE UTILITY ............................... v- ..2. i4'.'&1.'..LT ................... RIM EL=419.72 U) BLACKBERRY ...............................-40....NE* 41-5.81..... B 4+. ............ if) "sr"iNv_-4K X (I)RELOCATE EXISTING SIDE SEWER IF CONFLICTING BUSHES 12* SE IW.=415.61 RIM ELt420-27 4.FOR GRAVEL ROAD SEE DETAIL SE INV*4117.31 DR-9 WITH NEW STORM SEWER. SEE DETAIL('J_'� 5.FOR ASPHALT ACCESS ROAD SEE DETAIL + CONTRACTOR.TO POTHOL� I 0'W OD-1 DD-1 SURFACE NO BASEMENT DRAINS FOUND: ...................................... (j)REMOVE EXISTING SIDEWALKS AND CURB AND CLEANO ...... .................................................::.IQ"W..TO..CONF.lRM..EL I Y'\ FOUND .........6.FOR PLANTING, SEE L-1. 2Z MIN :420 EXISTING BEFORE CONSTR C/) GROUND GUTTER AND INSTALL SIDEWALK RAMP TYPE 2A. co 7 SEE RENTON STD. PLAN F-38. 2"G 4-G NK DEFLECT NEW FENCE AROUND EXISTING TREE ABANDONED EXISTING SEPTIC SYSTEM. 10 AS NEEDED. @REPLACE CURB AND SIDEWALKS AS NEEDED. T :415 i8 LF 12' DIP 415 B 2�+91' 80, L! b 8.33% PAYING FOR ENTRANCE 7 5 0 V *'*'*"*'*............ INSTALLED NEW SIDE SEWER FROM FINISHP ..................SEE RENTON STD PLANS. ............................................ ......................... LIMITS OF ASPHALT HOME TO SEWER MAIN. OWE....... RAMP BEVELLED 8 LF 12* COEP PIPE END :0 3.87% COATED CHAIN 04 INV�407.55 I LLJ ............................................................................ . ............................... .............: ........... ......... ................... LINK FENCE :410 410 B ERRIES E 131284LO TYPE I. SEE 18489" 5 CITY STD. PLANS E 131 8"S 422 APPX P PE RZ( U .80 LF 12*tPEP 0 4.07% CAUTION..................................... .................................................................................................................................... :405 ROCK:PAD AT PIPE END, SEE CB #16 TYPE-2 54" ............................... ......... ..................... ............. ............. ............................. B 23+22.54: 12.4' RT DR-9 RIM EL=414.07 12* E INIV=409.48 12' W INV=409.43 ................. ............................................ ................. ............:--I-2!!--NE-4W-Q7-.Q,7 ............... �0 11K:TYPE 1 12' S INIV=409.57 (DM B 23+05.6, 15.6' RT W2+69�_2 �.6' LT P...? RIM EL=4-13.86 7. 12* SW INV:--410.97 BEVELLED PIPE END -2.2: 12" NE IW=411.86 93- �BND 8W...:: ........................................................... ......i EAST14--GROUND...................................... ............................ f415 415 FINISHEP APPX El- 16 LF I DIP 0 6.56% ROCK PAD AT GRADE FL�S.UNK 2 0 PIPE END, SEE ................................. MO 15 ................ .........................................)........ ........................... :410 LA It SEE DETAIL SH R-9 410 DR­9 w 12" 75 LF:12' CPEP ROCK PAD AT N POND BOTTOM 00.65% : : PIPE END:; SEE .................................................. ........ ........................................................................................................................ 405 405 0406.0 A�px 12 Do :CB 119, TYPE 2 54' CB J18, TYPE 2 48 CB #16, TYPE 2 48 B 23+52, 132' LT .............................. .................. ............ ....... IW=405.83 STRUCTURE RIM Eb=413.75 RIM EL=413.66 ............... EMERGEN 5 !BEVELLED PIPE END :B 23+21.6, 77' LT 18* INV=405.75 12' EIW=408.26 W\ RIM EL=413:51 'CD 18' NE INV=406.45: 18* Nit IW=405.36 7 Pit 18* SW IW=405.75. 18'W:IW=405.16: 18' NE IW405.51 .......... .. 2 11 Z ............................ ... ........................::-18'.SE.-INV`405,76....... ........+2!--N*-4NV-44D9,.36........ oa PIZ 414.02---'- 'a ;............................... G EXISTIN 415: -L y: & 415 cli 12' GRAVEL ACCESS ROAD G EXI$TING GROUND DR 9 1-1 MAX "3k" PIPE c 1 OEBRIS ao-, Esi 408 8 on ..... .....AARRIFIZ.- .... ...... ... ..................................... .. ............... WOOD FENCI I&A NLINK FENCE FENCE --nmsko­ I CHkNLINK F NCE # 2 410: 410 CI T�7 POST 2. DOUBLE 4999.01 o C) GRAJXII .1 )' 312679.3, 0 cAc IN M FLOW CONTROL + c i RENTON _Fj-F STRUCTURE LINK OF E S '6 25718-0 o CITY STD. PLANS. Cr. BOUNDARY 3: ... ..... ..... .................... 0 OPEP ....... ..... .. .......... ............................. 1.80%0 1 405 F 405: 63 LF ii§*­&t� ASPHALT 0�-0.50% 0 0.62% 1 ACCESS DAD ROCK PAD AT: C811V 4"G 4-G PIPE END, SEE 42:LF 18' CPEP SEE I CAUTION GAS .................. ................................ ... ...............................................................................J/ S CB #20. TYPE 2 48* 0 0.93% OVERFLOW STRUCTURE B 23+53, 54.7' LT DR-9 DR-9 0 OVERFLOW RIM=411.70 18* SW INV=406.90 NOTE - PROFILES ALONG LONGEST PIPE CL IN THIS VIEW DETENTION POND AS-BUILT INFO SEE DR-6 SEES" WATER STORAGE VOLUME = 1.90 Acre-Ft PLAN DR-9 PROFILE Elevation Area (sf) Volume (cf) SCALE: 1*=20' SCALE: 1"=20' HORIZ 406 10,690 RNd 1*=5' VERT 407 12,180 11,430 RECOMMENDED 408 13,760 12,970 FOR APPROVAL 409 15,380 14,570 ORIGINAL PLANS STAMPED BY: 17,060 16,220 WYMAN REID ADAMS ON 5/27/03 BY =CAREY 5W 411 18,770 17,920 J9 78� SMAKA 5/215/W 411.5 19,440 9,550 PE #39578 E)CMIRES: 4/25/04 AS-BUILT BY '0_I UNO'.. .. .. ... LINK TYPE CITY Total 82,660 AIAL EXPIRES CH2M HI AMA6 Am CITY OF N.E. 1 Oth STREET/ANACORTES AVE N.E. MAY 2003 R.CHUNG DETENTION POND AND STORM SYSTEM J. FRETS RENTON IMPROVEMENT PROJECT AS-a&T WO AM HMO ADDED BY CRY OF MUM ft DETENTION POND PLAN C H 2 1MI H I L L NO. RE09ON BrY DATE APM Fl. S DR-8 -T. It-All IM 10 W17 17­11 1�I I 71-r-I-I,- ram: ` J 1 � ( ,�' •F ;�;:�;E ?max E �^j, ,� cr � N 1 4 �> M,'XJ 59d�7 <Ll G 3 n .x iYY us e. t rLn ca as f 101 o 1.1 f a. D 3,4 cra y� r Ca Ep r., c.,_i ; : a,,,� Dz -10W I ip 43, Ui 4'4'n 13642 3 1 Aa F9 N, - - w.. �� � $dS w✓p. +'F•e. ( f � mom., v ?,� — XJ Q / G`s : a+ E a ca 's 0 j a ca a a» sa r�F In 110 .p n..,t ax—,-7{. In rrz it 14-� \' 8 j � £�.a�� �•--- '' sa�: ni rr,.�ns Fea TZ �jr s. � .�. 'wP�7 xri � i� p[ €i A,� TI 18 51 • .M-.� .CPS �j it Se �£�t•� X C,,.x � u 't5 sa so 3 _ X, uI N ( t. _a , oil �w i li iEM 47 y 1 4 -r9 c # i j { +� E SION CONTROL BLANKET QUANTITY ' F AD AREA = 2968 SF / � �� i �• `CONTRACTOR REQUEST = 3250 SF 1 t OK TO PAY 3250 �' E, i• D.Carey 1-14-04 Po Z � s+G 3 O r 3, pp j ':u�t.P 9 9fi'�� • � t �. � ..� 3 9 ��"%.,.....£C,,,�ff�/� l � �/fj/+ U N f . ` ` 3642 � J f� ' " , - ov77 w.._ QQ, h , From: Daniel Carey To: Allen Quynn Date: 09/21/2006 &52:16 AM Subject: Vuong Plat Development- NE 10th St Detention Pond Hi Allen, The Vuong development must comply with the applicable drainage regulations. The property can not be drained directly into the NE 10th St detention pond. Drainage for the development must be routed out into the storm system in NE 10th St (except for any unconcentrated overland flow). There is no provision in the Purchase and Sale agreement that allows runoff from the development to be undetained, or to be routed directly into the detention pond. We designed the detention pond to solve the flooding problem downstream at Anacortes Court/NE 10th St. The project was analyzed for existing conditions for areas that flowed into the existing drainage system. As such, the pond area and current Vuong property was not included in the analysis because it did not drain into the existing storm system. The pond size was maximized to reduce the peak flow from existing conditions, and meter it out slowly to the downstream system. We assumed that any future upstream developments would comply with the drainage regulations, and would install detention system as appropriate, so flows to the detention pond would not increase. Let me know if you have any other questions. Daniel CC: Arneta Henninger LEGEND O 0 Ld (.08 N Q 00 r 0 � Lo 2 ' ;....................................................................................................................................................................................................................................................................... y _ 2 F X TOPO POINT EMERGENCY PREEMPTION 1 N < W DETECTOR z O STORM/SANITARY MANHOLE r o ELECTRICAL VAULT z w Z ❑ CATCH BASIN O W � LIGHT POLE WATER VALVE Q , o Q ° TELEPHONE PEDESTAL V > � 0 20 40 60 .--, ® WATER METER --- ----- — STREET CENTERLINE Q U o N SCALE IN FEET ® GAS METER _ _ _ _ — CREEK/DITCH CENTERLINE ww W Q � � FIRE HYDRANT .......................... CALCULATED PROPERTY LINE Z Cr Z 0 pw W luo (n Q0, W Q z 0- ~ Y NTROL Q LLJ SURVEY CO Z w p NAD 1983/91 NAVD 1988 w w Z LLJ a O > HORIZONTAL: POINT NO. NORTHING FASTING ELEVATION DESCRIPTION w = N (FEET) (FEET) (FEET) CD w �- O � O 806 185003.44 1311367.82 2" BRASS DISC IN MON CASE AT INTERSECTION OF w W :zNE 10TH ST. AND UNION AVE. NE (CITY OF RENTON) cn LLJ w � W p 1000 185148.27 1312801.06 418.41 REBAR AND CAP (CH2M HILL) z U N w a us w $o U a' 0 1020 '184961.49 1312762.96 418.25 PK NAIL (CH2M HILL) to + IT w H U- "< V J a Fa C \ ` \ aa _ Q Ur J J 0 ® 3 \ ' wa � z w �+ a �I \ \ \ \ \ \ \ ~ O O Y m 1848 183691.46 1311377.40 411.28 1 1/2 " BRASS DISK IN MON CASE AT INTERSECTION OF � \ \ \ \ Q a-� 0 NE 8TH CT. AND UNION AVE NE (CITY OF RENTON) lL Ld / / uc� c — — — — i / — — \ `� �� 1894 186648.38 1311364.04 MON IN CASE AT INTERSECTION OF NE SUNSET BLVD. E / / X XWIRE FENCE ° _ E � _ / AND UNION AVE NE (CITY OF RENTON) M \ g'�, i BLACKBERRIES VERTICAL: ER w \ _ — — — — — \ — \ / BM ELE'V= 415.95 FT BM#159, 1 1/2 " BRASS DISC IN MON CASE AT INTERSECTION OF � z \,\ � ' _ — , \ \\ \\\ 42$ // NE 12TH ST. AND UNION AVE. NE (CITY OF RENTON) \ ?� \ \ 36"' w : \ — ' _ J �' \ ` \ ` \ TBM ELEV = 410.57 FT MONUMENT IN CASE AT INTERSECTION OF ANACORTES AVENUE N.E. \ 8� N.E. 10TH STREET. 4 — — — — — — — — — — — — — d' 910 ) Luo __ - - - - - - - - - 20 CH2M z Q r a - - � � � � 2� � 0wrn it � \ \ ` \ \ � � ` °/ g _ _ _ - - - - - - - - - - - - D D 42 O 0 ` \ - - C13 < z / w / - - - - -- _ — I� W c _ - - - _ - - - - - - - - - - — — — _ — w V _ VI 415 - _ \ W w\ \ \ m _ a — \ \ \ cc) CH2M w 415 w w w B- � ` \ w 0 0 F � ��2,g-4- - - - - - - - - - - - -�; J_ V \ to o0 0 0 \ _ - - - N 1 T - - - W_ W J 0 � w o 11, a - - - } _O 0 yr — — B-5 W 2 e O g q w / ./ / 1� \ g w D � Z) BLACKBEFfRIESx ' B-2 — mCn Cn < _ w / I a o w (n _ - - BLACKBERRIES B-9 - - - s\ - - - - - m l 0 \ () \ w C-4 C-3 _ _ _ -sp- C6 � \ x \ mm \ X _ — � 1 r C-2 — — — — — \\ '. SP-01 m Uv � - - - - - - - B-7 - - - - _ _�, \ ` \ S P-04 w B-8 \ wO CC-4 — \ � X CC-3 CC-2 U- a '• - '•'- WOOD FENCE CHAINLINK FENCE CHAINLINK FENCE a Q = 0� o > m O C7 _ W co 0 J O w Da Da zQ > ao z \ � � Om :'cr_ :S� Z 0 § Oa o � -„l> z J O aLL � w ILL O 0 'T' I ILL a z ; �sw 0 " NEMM . E . 10TH STREET/ANACORTES AVE . N . E . sTH I L L DATEAuc 2000 �-�4 CITY ®F STORM SYSTEM IMPROVEMENT PROJECT CH2M HILL ROJECT •� �.�- �-� 159867.DP b LA�� 777 108TH AVENUE N . E. .,u RENTON No.: 15O. DftVING EXPIRES 09/30/20 BELLEVUE WASH I NGTON 98009 — DETENTION POND SITE INVESTIGATION Planning/Building/ w o 425-453-5000 Public Works Dept. SURVEYED BASE MAP ET: J -L FILE NAME: SD-P0ND1.dgn 01-SEP-2000 09:55:56