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Home My WebLink AboutR-39003300 I III I NE 1/4 SECTION 23, TOWNSHIP 23 N. RANGE 5 E. W.M. ALPINE NURSERY O OR 20 TYPE IT CUT IN CATCH BASIN O STA. 0+16. 9, 797 R (SIR.) Q 5TA 50+16.69, (MATCH R (SIR,) RIM Tom DI ORE TCN FG) MI ( I $ NEW I2" Dl 371, 9f9) IN (ABA (SE) �? EX 1 CAP 3]138 (E) IN (AB��111111��- EX i CO 3]1.38 (W) OUT (Itll a ZY775 TYPE n1f, _ y n I STA -a"/139' R (STR.) J 1 LF "Ml (P19) ,! �- - I 122 1,4 1Ed6�69-(S) INM308 I 1 �YZ' 18 d6dBB-(W) OUi.M18S I\ to 15A, TME 1 0 1 1 -ti w A 58+5479, 12.17 R 1 W J /TW 365�l5Ag2 y... sl+Do 3 /E�esys (W) IN 3 65„32 12" /E Go 17 TYPE I I � ) (NIN S MW 11 11 } I /FPo '\ a Bl-DIRECTIONA VANED GRATE I ti 1 1 ZIny Vv I WI/H THROUGH CURB INLET I 1 - 'JJi I \ I STA. 54+]0. 1254' R (SM) \ �� H LLI o I _ _ RIM .65 1 U 3 Ca CB 19 CONCRETE IN - l r \ ��6p"'lE�r'f:5rO IN J728B I tll �� O - ST/y.50+44.]0. 12.69'j(f .I 1 A Ir S) OUT 37282 I 1 9 d 161STAVE SE I -STA. `)r5+2298, 44. ]0'R 1 3 11��op ® VE SE _ RIM IE ?64160 j `\ 1� 161$74. Z I 1r lE3�a-se-(M}our.ae (Nw) 1 1 56+00 LLI - 17 1 1 1 I Z 1 I •� / _ , in 55+00 STORM 5 B TM. �_ Lc 378 -- �� CB 16 TYPE 1-48" 52 LF 12" LCPE P15A o I� 16.4113$%R (SIR) / 10 g I fz"le-aaAF�Be412 1 (}11948 PRIVATE TYPE r 's{A TrIj71.41 APPROVED EOUA IT M) W�y1p�p Lo I y EE SHEET WET FOR DEL �. 18 15 14 5ff'`aFFT�1 E SHEET C29 FOR DEI�MILS 3051 CB 13 TME 1 3 13 BI-DIRECT/ONAL ^VANED `ORA SII WITH THROUGH CURB INSET 1 a 24" if I STA. 42+09.3, 95¢=w o - ` RIM 37 7 II +- 360 1 ' � �Zl_ e'44a� II _-, Ce los, rM �f Seo 12"+'L =%:.-.- ;c. • PUT.M2.a4 (5) s76 37& ce 1 rME 2-bD" I a"l - 37a 75 RIM.. 6 49, 3 A L 74 37z wlrH sau cONTRO( TE / r / -_� _ 71 7K 8703, 1)PT TA 36+407], 45.'4'L M I _____ /Aa)CBI 3]6 361+935:962 (SrR'1 -- o I , 5Ei SHEET C11.C12 (.128 LF 12" LCPE (P205) RI '�d39}J73bS_ RIM 366f3 .%&711 m 1 I J5. 2" lE 361r Sw / Mt. ( ) /`^ h I ce rTYPE 1 I -r[sw) der .mf. ala- lE-�+Fr(s) IN (AB) 1a3 !'! 01871[ 22 BI-DlR CTIONA1 VANFD GRATE Y9 [F 26 .mf. 524- lE� . I'll'/ IN n 1 II c9 12 rnE i WTH r ROUGH cuBE PILEr - Z 12" PID3 z rME z-as".Mf. a24" lE�6H�-(E) OUT 1� I 19 'il 21 BI- fZECRONAL VANED GRATE SIA. 6 +94E) 58' L CB 3 TME 2>49" `� TA. 35+89.01, 11.71" '17 OP CATCH B AN WITH TtMOUGH CURB INLET 23 RTM +06' L 24 tl' ST%.`l3+85.86, (STR.) (M) WIG '` SI%r'30+19.39, 1]89'L (SIR.. N13GL4SJ55J7 W/$p(/D I� STA. 61+]Z46. 1858 R (IR.) SEE SHEET ^ I WjSYlltl ` KTA. 41+70.89. 19.39' R (SIR. 6" lE INJ8d2B (E) RIM aiii-37288 1E�6&Y1 (E) IN 41 ` y SEE T CPI .JRIM�dM3T1.TJ--- 12" IE 1N387.50 J. W ]n (4.8)43 LF 12" LC (%.� ) 6" if d6B.fE(8E) /N 3882$ _ 12" lEW) OUTlg7.50 (' 12" if 36i&BfNE) /NJBA 4" lE `dp.p4 (N) IN 82 8" DI P Akl + 12" IE NW OUT .MS. (AI C /N 382 4" 1f�61v9}(SE}'O T 36201 / 1 II I� _ 1 I / �4( 1 ��-7v UD a 512451E (S} -our 8a ,I� / w N - c: n4.. TYPE z-ae' - ----------------- -a -- `� W RWNq SOLID LOCKI U.) I `� �'TA. 30+ 9 5Y 1335 QQ 3 ) I NA. 41}8675, 9.3]' R (SM.) (ABf \I RlM�3F0 M&,Rp (SE) IN - 284 LF 35+00 24" C E (3) 62 LF 24" bb 0 12" lE (S7e 12" IS (E) IN 78 I 32+00 ROA 33+00 34+00 12" IE 36994(W) OUT 7a - - IMI 20 IABD -dI(Till-T lB'LCPE P4 ° - T FF I \ .374 2 48 LF 12 LCPE (PlfA) _ 693 TYP Z - ' CB 4 11 ME 2 48 2 ALF 12'�LCPE P10 ) EX CB I I CB i), TYP£.I _ �`v' STA. 33+5148,72194' R (SIRQ S� JI ]]30, l78]" R (STR - TAB) 61F 01443' I _ 5TA 69+35.63.' )2.80'1 -(ST STA. 61+3070, 1272' R (STR.- STA. 10+84.19, 74.9] R S 11 '�' I STA. 4/+19.00, .9aZ R` v y RIM 4bM�J217 , -. � a RIM �TP.YY31224 STA. 20+15.22. 34.08" L (5'' I / - - 5 W [NI CB 101 'rME R/M 4: P>-17108 (?�LF 12" LCPE (P10) 1 6X 1E 36y64(NW IN 18187 a O 12" IE 39339 (W) INM131 S _ 35+8&B , 121 ' R RIM 372 42 (MATCH FG) 6- IE3 (S) IN •M159 I _ -_>(r l2" IE (671'N 38.147 d i8" IE 96P.99 (N) IN JBSOB Rl JO) S12 � ' BI -DI ECRONAL VANED GRATE w WITH THROUGH CURAINL[T EX. 12 IE 35892 N IN 12" 1E366:66 -(E) IN ,M847 I OR 9 DES2-4 LOCKIN LID 2 3 IB" IS d6394,(W) IN 34111 4 B" /E�6f99 (E) OUTJ6108 6" /E�E39R JN.M1 EX. IB" /E 36852 (E) IN I I 12"' lEOR 10 (W) WT J6aQ 40+121], 9.1 ]" R Sffi.) --"-- TME 1L lB' IEW) OUi.M1) �' ,. GO 125+5].9],23800' (ST �E�fi'dit E) OUT 15 6"MlESTA 3 (W dQ245 EX. I8" lE 368NIP ;,44A(Wy O�'� y I CB 10 TYPE 1 1�.-�+91 43, 12.1]' L (STR.) -- ` I STA. 40+3800, 9.17" R RIM�a93ilT725 BI-DIRECTIONAL VANED GRATE 1 4 5TA. b0+38.00. 9.95' R (SIR) 6 7 (NE) CUT3624S� AIII 12" /E d6P94• TRA T .q RIM 3R999l70.30 12" IEd66df (E) IN 86 N9 iH WROUGH CURB INLET I l2" 1E36864 -(N IN 86 STA. 23+4085, 25$" L (SIR iBALCPE P] 1 - l2" 1E d6444(SW /N Af0 8 12" IEd6F.BP O IN JB 1e LF JAM4369.5i-j8A66 J - p _ rz" IE 35 69{N9 our l8" 1E 366.�J1-(J 12 OUT 367.27 5 12" IE3 0IN-(E) OUT E10 I - 370 18 3+ LF 12" LCPE 204 ATIF - Fi� 4 IF 18" 0/ (P9 1] LF j8" DI Re ' �. ' • - 87 LF 12-LCPE (PI09) ILF 12" CP P304 -88- F 1 - E P - nni I I 322_ �0d X60 s OR 304 TYPEY� -I �ai00 Cal Wol'ktig Days Before You pb 811 UNUM UnOergroun0 Location C rdw 0DMT,1D,0i%WA) 160THAVE-SE.._ e .._.. _.... - _ 29+00 ... _ ....... _ _ _ ... _ _ .... _ LB 204. TYPE l STA. 126+66. a, l21]' C ,.e ..A .,,,� . CS ], TYPE 2-48 - STA 25+1296. 11.41 L SM. RIM IE M 5 9; (N) l8" IE -d OF (N) INM181 18" /Ed63AF (SE) WT3315I I I CATCH BASIN NOTE.• NATO 88 PER KING COUNTY DEPARTMENT OF PUBLIC WORKS SURVEY BRANCH (KCDPWSB) VERTICAL CONTROL. LOT RUNOFF NOTE.- RUNOFF BETWEEN ADJACENT LOTS TO BE HANDLED DURING INDIWOUAL BUILDING PERMITS 1 FN D.R. STRONGCONSULTING ENGINEERSENGINEERS PLANNERS SURVEYORS 620 TTHAVENUE KIRKLANDWA MU 042562]3033 F42562T.2423 IF DURING CGNSMUCTION IT IS FOUND THAT PIPE ANGLES REQUIRE ROTATION OF THE TME 1 CS AND MISALIGNMENT WITH THE CURB, THE CITY WILL REQUIRE REMOVAL AND REPLACEMENT OF TME 1 CS WITH LARGER STRUCTURE AND ADEQUATE KNOCKOUT _ STA 25+8236. 12.17 L RIM 12" 12" /E 3 hO0 (5) IN 28 12- 12- IS 3B TOE) O TJ54.26 CB 6, TME 2-46" BI-DIRECTIONAL VANED GRATE WIN THROUGH CURB INLET STA. 25+39.20, .3800'L (SIR) STA. 60+36.00. 0.76' L (STR.) RIM 369:5 FMA48 18" lE 464.-9 (NW) INM38I 18" /E 369 09 (E) WTJU81 17'L OUT J6484 2-46" Bi 1 R/P-RAP) 1 LB AS NOTED ZPsW "I Wk.W�1 DATUM DIREC77TI0 VANED GRATE 1 2 My 05.x3.16 My Pi Win` oW1 q^.X DIS W.12.1712.17 w""' WIN WTH THROUGH CURB INLET a� ewe°IAVICACAE �� sMADANY STA.2N.69�412Q 54' L (SM.Eli iPPROVED. % I� 12" IEd6R33-O OUT387.44 VERTICAL DATUM. 160THAVE-SE.._ e .._.. _.... - _ 29+00 ... _ ....... _ _ _ ... _ _ .... _ LB 204. TYPE l STA. 126+66. a, l21]' C ,.e ..A .,,,� . CS ], TYPE 2-48 - STA 25+1296. 11.41 L SM. RIM IE M 5 9; (N) l8" IE -d OF (N) INM181 18" /Ed63AF (SE) WT3315I I I CATCH BASIN NOTE.• NATO 88 PER KING COUNTY DEPARTMENT OF PUBLIC WORKS SURVEY BRANCH (KCDPWSB) VERTICAL CONTROL. LOT RUNOFF NOTE.- RUNOFF BETWEEN ADJACENT LOTS TO BE HANDLED DURING INDIWOUAL BUILDING PERMITS 1 FN D.R. STRONGCONSULTING ENGINEERSENGINEERS PLANNERS SURVEYORS 620 TTHAVENUE KIRKLANDWA MU 042562]3033 F42562T.2423 IF DURING CGNSMUCTION IT IS FOUND THAT PIPE ANGLES REQUIRE ROTATION OF THE TME 1 CS AND MISALIGNMENT WITH THE CURB, THE CITY WILL REQUIRE REMOVAL AND REPLACEMENT OF TME 1 CS WITH LARGER STRUCTURE AND ADEQUATE KNOCKOUT _ STA 25+8236. 12.17 L RIM 12" 12" /E 3 hO0 (5) IN 28 12- 12- IS 3B TOE) O TJ54.26 CB 6, TME 2-46" BI-DIRECTIONAL VANED GRATE WIN THROUGH CURB INLET STA. 25+39.20, .3800'L (SIR) STA. 60+36.00. 0.76' L (STR.) RIM 369:5 FMA48 18" lE 464.-9 (NW) INM38I 18" /E 369 09 (E) WTJU81 17'L OUT J6484 T zW ^� CB fly TYPE' STA. 59+599 n .O' R RI12" lME TA J OUT IT' K A 60� 3¢34 F RIM 46 j, T8" 117 8 (E) IN 36202 18" IE�6869 (N) OUT .M200 CB 21, TME 2-48" PRIMARY OVERFLOW BIRDCAGE 1111 a68.�T639280 )2 If` 6 (SW) OUT.MQ15 '¢EE DETAIL SHEET C29 Cns 22 Lit 2-46" Bi 1 R/P-RAP) 1 LB AS NOTED ZPsW "I Wk.W�1 DATUM „ CITY O F RENTON Planning/Building/Public Warks Dept. 1 2 My 05.x3.16 My Pi Win` MAf 07.u.15 MAf DIS W.12.1712.17 w""' ylp ewe°IAVICACAE �� sMADANY REVISION BY DATE iPPROVED. T zW ^� CB fly TYPE' STA. 59+599 n .O' R RI12" lME TA J OUT IT' K A 60� 3¢34 F RIM 46 j, T8" 117 8 (E) IN 36202 18" IE�6869 (N) OUT .M200 CB 21, TME 2-48" PRIMARY OVERFLOW BIRDCAGE 1111 a68.�T639280 )2 If` 6 (SW) OUT.MQ15 '¢EE DETAIL SHEET C29 Cns 22 Lit 2-46" Bi VNE0 WI R/P-RAP) WTH 20- OT DISPERSAL NCH RlM JB224 12" lE (NE) /N J6Q I SEE DETA X fel O F2T H GRAPHIC SCALE 0 20 40 80 BY: BY: BY: AS -BUILT BY: ALPINE NURSERY ROAD AND STORM DRAINAGE PLAN U15007366 DRS PROJECT NO. 14069 1 INCH = 40 FT - Date: - Date: - Date: Date: p�09.28.15 R-390033