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HomeMy WebLinkAboutR-374902N , 5 11 'I' O V 111 A\ y` z \ \ \ 111 \ rn \� 1111 12' y4 $TS E r v \\'� s s -�- STs = S VA \ 1 IN \\ v I AA 1 " 587+505 \ `\ m ' - 1 L ~ , o Of Q srA - FA APPROXI EXISTING \T N ADJUST P I `n REQUIRED1i ER\ x m A ON,V AAAI 1 '� i 1j5 4 182497.07 A ce 1 �A V AAAI 6� ,f \E-1299581.29 C, NHWL LINE PER � � �\ IN N\\ U CITY OF RENTON \ m 111�I\ 1 11111fie„ \ 1 1 1\1, 117 1 \ \ \ \ \5\ c I I 7 Ns - STS - EX-SDCB760 OB=i r` -RES ET�ATC FI- BASIN \,FINISHED GRADE STA "B 588+53.27 628_ RT - 0 RIM 21.44 18.5 NI z c: LL IN COMPLIANCE WITH CITY OF RENTON BY: Date: f BY: Date: BY: Data: BY: Date: 40 30 20 10 m "B" 589+05.00 3 RT 2152 4.39 E �0 rvr H I _1 r3.8 1 CB jNo. 760 P 24.57 VV E 22.77 W 22.50 BO 20.87 EXIST EX 24" COR h CONSTRUCTION CE RCP S=0.07%-\ "21.41 LJ COR SDCI 02 `'F -STS STS Ts - CSC tTS7CRETEIA CB XX -X1 STA "B" 590+51. : STA. "B" 589+76.70 0 17.2 RT 32.06 RT _ T 1 RIM 23.02 1 EM78.102NW �I I IE 19.21' W 1 j l ---I �I1 II IE 19.21' E I SII I 7 LF 12" HPDE \ 1 I `�I I 5=0.1607 ITS 515 STS " Ej 210 -FT SHORELINE SETBACK 0 n PER CITY OF RENTON °� N o------------ "- V'A, � PLAN 2 -EXIST RO BLAST FENCE DRAIN --ST "23.2 IF 19.78' E -- -= OF AMBER HUE, SHROUDED & DIRECTIONAL LIGHTING CONSTRUCT ASPHALT PAVEMENT PER DETAIL r--� I 8�n 0 l G� o Cm -_ t_. WI Ll C C Z CONSTRUCT CONCRETE CURB & GUTTER, PER DETAIL g GN -5 VOT01 _ 3 Z GENE.. CONSTRUCT RETAINING WALL PER DETAIL 3 9 3 J BLDG. Q GNB a N m al1I 2 m CONSTRUCT CONCRETE GUTTER PAN PER DETAIL �- IQI+I---I• GN -5 D dA CONSTRUCT SECURITY FENCE PER DETAIL CONSTRUCTION NOTES GN -5 PROVIDE TYPE I CATCH BASIN PER WSDOT STANDARD PLAN ,1 11 8-5-20.01. ADD FISH DECAL AND "DO NOT DUMP" STENCIL 5 - WELD OR STAMP STRUCTURE ID ONTO LID. PROVIDE TYPE 2 CATCH BASIN PER WSDOT STANDARD PLAN Q �s �my 8-10-20.01 ADD FISH DECAL AND "DO NOT DUMP" STENCIL. _ 11111 ;e PI i s PROVIDE 12" HDPE STORM SEWER PIPE AT LENGTH &SLOPE SHOWN ON PIANS. I �I i®POWER POLE TO BE REMOVED BY OTHERS 7 a \, y / FIV CONNECT TO EXIST CATCH BASIN J �, IS _ ©ADJUST EXISTING UTILITY LID TO GRADE I K PROVIDE SINGLE DIRECTION CURB RAMP PER WSDOT STD J PLAN F-40.16-02. ®PROVIDE DETECTABLE WARNING SURFACE EXTENDING ACROSS > o THE FULL WIDTH OF THE ASPHALT PATH PER WSDOT STD p O CHANNELIZATION PER CITY OF RENTON STD PLAN HR -01 AS SHOWN ON SHEET GN -10 PLAN F-45.10-01 c z C) a 14 GORE STRIPING PER CITY OF RENTON STD PLAN H -SD AS SHOWN ON GN -10 PROVIDE CONCRETE INLET PER WSDOT STD PLAN� , z B-25.60-00, ADD FISH DECAL "DO NOT DUMP•! 1 o N CD. 0 15 CROSSWALK STRIPING PER CITY OF RENTON STD PLAN -127 AS SHOWN ON GN -10 STAMP GN -4 9 n INSTALL RELOCATED CITY OF RENTON FIRE HYDRANR ` m W a 0 M N a v N i �=c 0 -10 87+50 COR SDCI 01 0 ti L COR SDCI 02 CBC NCRETE INLET SI- pip - I12CBC E `o FEDAID: - 1 CB C NCRETE INLET Si'DIY+'. m CB CONCRETE INLET $I -D2. STA B" 591+81.00 w" COR SDMH 03 CB XX -X3 589+10.00 LEGEND I STA B" 590+51.05 MH TYPE 3 - 60 CB CONCRETE INLET 17.22' RT - s Ji'SD li.-02- GP `�60'--1 UGP - Ur' �r,r-- STA B" 591+�75r90 ____ ��TA -- �"91+b1,00 �- I•�a - RT NEW CONCRETE PAV EMENT c) MHiTYPE 17.2T RT 14.18 RT __-- RIM 22.45 \iALIJ°R"-5 '' 4198---- -- --�� --RIA4-2-2A9-�� 9 RIM� RIM 2 NEW ASPHALT PAVEMENT S' 8 DI - IE 1486E IE 18.95 NW c<< -' IE 78.95 NW ?,ss _ GENERAL NOTES NW M°z ----------- a= -_ E� .70 NW - "B" LINE ®CE <---------------rte IE 1439-W- - ---- -- --- _ -< -- - - -- --_ 1. HORIZONTAL DATUM: WASHINGTON STATE COORDINATE SYSTEM, 128 1 - �,. CP - -- -- ---- __ __� _ -. ,_�,,- __-_ _ 130 NORTH ZONE, NORTH AMERICAN DATUM 1983(91) VERTICAL RCP _ 12" RCP DATUM: NATIONAL GEODETIC VERTICAL DATUM 1929. 14 N 6TH ST -- -� SAWCUT LINE - -- 2 SEE CHANNELIZATION DETAIL PLANS FOR DIMENSIONS AND 90+ - --------- HORIZONTAL CONTROL. -- -- S-0.077 5 1+0 592 S-0.077 AIN 3. PROVIDE INLET PROTECTION AT ALL EXISTING AND PROPOSED DRAINAGE COLLECTING STRUCTURES DOWNSTREAM OF 7 LF 2" HDPE PIPE 22 - - ---- --- f - - - CONTRACTOR'S WORK AREA. CATCH BASIN INSERTS SHALL BE 2' H 40 REMOVED UPON COMPLETION OF CONSTRUCTION ACTIVITIES. EX SD VAULT S=15.(7% C:> Cj 4. SEE ELECTRICAL PLANS FOR ALL ELECTRICAL ITEMS CB 6'x6' VAULT 5. ALL STREET LIGHTS WITHIN 20OFT OF SHORELINE SHALL BE "21.41 LJ COR SDCI 02 `'F -STS STS Ts - CSC tTS7CRETEIA CB XX -X1 STA "B" 590+51. : STA. "B" 589+76.70 0 17.2 RT 32.06 RT _ T 1 RIM 23.02 1 EM78.102NW �I I IE 19.21' W 1 j l ---I �I1 II IE 19.21' E I SII I 7 LF 12" HPDE \ 1 I `�I I 5=0.1607 ITS 515 STS " Ej 210 -FT SHORELINE SETBACK 0 n PER CITY OF RENTON °� N o------------ "- V'A, � PLAN 2 -EXIST RO BLAST FENCE DRAIN --ST "23.2 IF 19.78' E -- -= OF AMBER HUE, SHROUDED & DIRECTIONAL LIGHTING CONSTRUCT ASPHALT PAVEMENT PER DETAIL r--� I 8�n 0 l G� o Cm -_ t_. WI Ll C C Z CONSTRUCT CONCRETE CURB & GUTTER, PER DETAIL g GN -5 VOT01 _ 3 Z GENE.. CONSTRUCT RETAINING WALL PER DETAIL 3 9 3 J BLDG. Q GNB a N m al1I 2 m CONSTRUCT CONCRETE GUTTER PAN PER DETAIL �- IQI+I---I• GN -5 D dA CONSTRUCT SECURITY FENCE PER DETAIL CONSTRUCTION NOTES GN -5 PROVIDE TYPE I CATCH BASIN PER WSDOT STANDARD PLAN ,1 11 8-5-20.01. ADD FISH DECAL AND "DO NOT DUMP" STENCIL 5 - WELD OR STAMP STRUCTURE ID ONTO LID. PROVIDE TYPE 2 CATCH BASIN PER WSDOT STANDARD PLAN Q �s �my 8-10-20.01 ADD FISH DECAL AND "DO NOT DUMP" STENCIL. _ 11111 ;e PI i s PROVIDE 12" HDPE STORM SEWER PIPE AT LENGTH &SLOPE SHOWN ON PIANS. I �I i®POWER POLE TO BE REMOVED BY OTHERS 7 a \, y / FIV CONNECT TO EXIST CATCH BASIN J �, IS _ ©ADJUST EXISTING UTILITY LID TO GRADE I K PROVIDE SINGLE DIRECTION CURB RAMP PER WSDOT STD J PLAN F-40.16-02. ®PROVIDE DETECTABLE WARNING SURFACE EXTENDING ACROSS > o THE FULL WIDTH OF THE ASPHALT PATH PER WSDOT STD p O CHANNELIZATION PER CITY OF RENTON STD PLAN HR -01 AS SHOWN ON SHEET GN -10 PLAN F-45.10-01 c z C) a 14 GORE STRIPING PER CITY OF RENTON STD PLAN H -SD AS SHOWN ON GN -10 PROVIDE CONCRETE INLET PER WSDOT STD PLAN� , z B-25.60-00, ADD FISH DECAL "DO NOT DUMP•! 1 o N CD. 0 15 CROSSWALK STRIPING PER CITY OF RENTON STD PLAN -127 AS SHOWN ON GN -10 STAMP GN -4 9 n INSTALL RELOCATED CITY OF RENTON FIRE HYDRANR ` m W a a 0 M N a v N CB XX -X3 - 0 -10 87+50 COR SDCI 01 0 ti L COR SDCI 02 CBC NCRETE INLET SI- pip - I12CBC E `o FEDAID: - 1 CB C NCRETE INLET Si'DIY+'. CB CONCRETE INLET $I -D2. STA B" 591+81.00 STA "B" 589+10.00 STA B" 590+51.05 17.22' RT LF 12" HDPE PIPE 17.171 RT 17.2T RT RIM 22.45 S=1157 RIM 2 RIM 1.52 EXISTING GROUND IE 78.95 NW IE 18.40 NW IF 1 .70 NW "B" LINE ®CE 172 L 24" COR EX FCP 128 1 F 24" COR EX CP 130 F 24" COR EX RCP - - - - - - - --------- --- -- -- S-0.077 S-0.077 S-0.31 % 7 LF 2" HDPE PIPE EX SD VAULT S=15.(7% CB 6'x6' VAULT 7 LF 72" HER COR SDH 01[CDR STA "B" 590 32.53 SDM 02 COR '"DMH 03 5=15.02% MH TYPE 3 - 60" 14. 1' RT MH TYPE 3 - 60" MH TYPE 3 - 60' STA "B" 89+05.00 RIM 27.63 STA "B" 90+44.88 STA "B" 591+75.00 14.7 R IE 1 .47 E 14.25' RI 4.18 RT RIM 21.5 IE 11.47 W RIM 21.55 1 IM 22.49 IE 14.39E IE 14.46E IE 14.86E IE 18.10 SE 12 LF 24" COR EX RCP IE 14.39W IE 17.94 SE IE 14.39 W S=0.65% IE 17.00 SE IE 14.86 W a 0 M N a v N 0 -10 87+50 to 0 ti L O E `o FEDAID: - 1 CALL 48 HOURS BEFORE YOU DIG ti 1-800-424-5555 J 40 CITY OF RENTON STD PLAN 310.1 ET:::_INSTALL TEMPORARY SECURITY FENCING AS REQUIRED I 3 r z REMOVE 2 NORTH BOLLARDS I .� 30 13 CHANNELIZATION PER SHEET GN -66 CITY OF RENTON STD A B C 0 E F_ C H J K L CIO 11E 20 C12 C13 _ I - C18 it 10 C17 =T PIPE cte- cYD1=C21 0 C22 - - - - Cm C24C27 588+00 589+00 590+00 591+00 592+0010 I F--�� I g 0 D a m CZB c C R=374902 PROFILE 20' 10' 0 20' 40'cm a • z SCALES 1'=20'(HDRIZ), 1'=10'lVERT) (B -LINE) SCALE IN FEET suxmEu. w.Le wre �c z AS SHOWN Homzaimu�xowisv%ss, 9/8/14 �i BergerABAM ° `°BEE BOEING COMMERCIAL AIRPLANES GROUP m[taeope 33301 9th Avenue South, Suite 300 �Gn>�Tsreti�°G��� �� M. �R GRADING / UTILITIES / DRAINAGE CONTROL PLAN o m� Federal Wa Washington 98003-2600 Si SPT E GN -2 Y, 9 ONAI. �� �. xo. oxc INCH (206) 431-2300 Fax: (206) 431-2250 �/Y NO. REVISION BY DATE APPR PP SHEET 1 or 2 14 c rz- qq4��