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Home My WebLink AboutzR-3749 SetO z v C) 0 I FEDAID 2 BOEING COMMERCIAL AIRPLANES GROUP N 6TH STREET SIDEWALK &DRAINAGE IMPROVEMENTS CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 J PROJECT LOCATION No DRAWING INDEX SHEET NO. DRAWING NO. SHEET TITLE Z z 1 GN -1 COVER SHEET AND VICINITY MAP 2 GN -2 GRADING / UTILITIES / DRAINAGE CONTROL PLAN - SHEET 1 3 GN -3 GRADING / UTILITIES / DRAINAGE CONTROL PLAN- SHEET 2 4 GN -4 DRAINAGE ELEVATION & MISC DETAILS 5 GN -5 ROADWAY SECTIONS AND DETAIL 6 GN -6A ADA RAMP DETAILS 7 GN -7A PARTIAL LANDSCAPE PLAN - SHEET 1 8 GN -76 I PARTIAL LANDSCAPE PLAN - SHEET 2 9 GN -7 PARTIAL ELECTRICAL PLAN - SHEET 1 10 GN -8 PARTIAL ELECTRICAL PLAN - SHEET 2 11 GN -9 CIN OF RENTON STANDARD DETAILS - SHEET 1 12 GN -10 CITY OF RENTON STANDARD DETAILS -SHEET 2 13 TS -1 RRFB PLAN 14 TS -2 RRFB DETAIL IN COMPLIANCE WITH CITY OF RENTON STANDARDS BY: BY: BY: Data: BY: Date: LEGEND EXISTING PROPOSED 8 Z z —CIN --- —CW— COLD WATER WATER m m -- -fW - —FW— FIRE WATER MAIN PIVD ® POST INDICATOR VALVE ,O FIRE HYDRANT WV.9 (eV WATER VALVE —5T5 —STS— STORM DRAINAGE LINE --SA\--- —SAN— SANITARY SEWER LINE 0 • CLEANOUT Co - ■ CATCH BASIN —1a---- UNDERGROUND POWER LIGHT STANDARD Sn -A - —A— COMPRESSED AIR LINE .. UNKNOWN UNDERGROUND UTIUTY ® 0 BOLLARD PEDESTRIAN PATH INDICATOR • HCB-X BORING (FROM PREVIOUS SOILS INVESTIGATION) B-1 BORING (FROM PREVIOUS SOILS INVESTIGATION) A BENCHMARK — 200' SETBACK FROM ORDINARY HIGH WATER MARK VICINITY MAP R=374901 o C 8 Z z i ns W 3z D m m D s T CLQ oti ryasr1,i,�(i wvrru: ww seo 9/8/14 wmEYEo: Nxe °''�' vo AS SHOWN BOEING COMMERCIAL AIRPLANES GROUP BergerABAM BEE /" •� BOE/A" `" /p WE NCN Wµ"� � 33301 9th Avenue South, Suite 300 nyo�. �tf S, O, �� ,EC Ed JCR 7� DATUM COVER SHEET AND VICINITY MAP GN -1 Federal Way, Washington 98003-2600 F �p;��At, 6'�V� SPT 'sr,`uE ecwE�xa"aEr v¢r: a. (206) 431-2300 Fax: (206) 431-2250 -��!!j NO REVISION BY DATE APPR ""°"er=APP 1 14 CD', IZ- �� U4o 1 17 �CC C 8 Z z 3z D m m 8 0 z N , 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�� M ` C:) — -- -- ----- -- -- E.-.XIST_ ROW - .._ - _ - — _N--11-38D2 I5ll4702. -O 2° DIP STS: SAN SAN � N 182495.52 `1 � E-1299936.85 3 STCO 02 ATV -1 STORM DR CB 03 CB TYPE 1 0�7, Co �I STA "B"592+03.71 Lfl 32:00- T j \ RIM 23.48 1 " IE 20.55 NE G IE 20.35 W �-- i iR-L-1 1prV f^"y L 1 I� I/ /r.Vi(1) ZT1 61ST m IN COMPLIANCE WITH CITY OF RENTON 40 30 20 10 LL D.h: Dae: D.U: 5 RIM 25.3 j6"1 STW HP PSE08 I�.--A i N 6TH ST L - 594+00 A�--- 2' NC. SCH.80— LEGEND N P NEW CONCRETE PAVEMENT ® 38260 ` •_� ', ti .318260 318 - 166015 = 166029 u- _ NEW ASPHALT PAVEMENT 166 191' CKO T_- ._ 100' -- -- ---=- - - - - - . _ - - GENERAL NOTES R CKO -- �- -_-- - ----—S—TS -- --- - ---.. 1 HORIZONTAL DATUM: WASHINGTON STATE COORDINATE SYSTEM, RCP STS STS S SST — STS - NORTH ZONE, NORTH AMERICAN DATUM 1983(91) VERTICAL DATUM: NATIONAL GEODETIC VERTICAL DATUM 1929. >�-z`r-✓ C.TI- CTC E 96+00 AN - A - -— SAN 2. SEE CHANNELIZATION DETAIL PLANS FOR DIMENSIONS AND -Z - HORIZONTAL CONTROL. u CP PROVIDE INLET PROTECTION AT ALL EXISTING AND PROPOSED f-8 GN6. !;.7c �Sa` --- --�- SIS----S7.A 4 A SE.T 8255-ST.��;',�� ' S -S -S-T'� ,. -STS STS ITS 24° RCP C _ 3 DRAINAGE COLLECTING STRUCTURES DOWNSTREAM OF i'J'C:.:, F4rsu., - 86008=-'��, S .:T.. " PSE/unutt SPLICE _ STS R�MOVEDT�PONWCOMPLET ON OFCCONbTIRUCT CONSTRUCTION TACTIVITIES BE - YAUL1---'j _-_. -. -- �� _ �- • • , , _ --___ 4. SEE ELECTRICAL PLANS FOR ALL ELECTRICAL ITEMS 218 _ ) 5 � - �� _- '' 1 ( .� Ad; ,) 10 �---�T- -. - -�. (_-- �-^•c. '� _ _ ___/ _.'� \_-_- __. __ L - I` -.:-> �_ I—� 40 No. fM1 25 ` T a I Y I�I T7 1 -H.yp -`�.,� _`i7. _ l CONSTRUCT ASPHALT PAVEMENT PER DETAIL GN 5 �y� �r r — — _ 1 , zea •+{[ ceD: 3 318280-- -----_ -- C II 6 " 18 165999 EXIST ROW _ �/ / _ -- � �-I "II EASE N V03 VO1 \ r_� - 2� CONSTRUCT CONCRETE CURB &GUTTER, PER DETAIL GN -5 r zRE6kll E / -- �) 3 I / CONSTRUCT RETAINING WALL PER DETAIL GN -5 RC I ` _I I -! - STS - _T I f a CONSTRUCT CONCRETE GUTTER PAN PER DETAIL f P � , _ GN -5 CONSTRUCT SECURITY FENCE PER DETAIL GN -5 ��-'si' CONSTRUCT STS CLEANOUT PER DETAIL h-i/-oo ' i +'\ No 756 I GNB 1 ",CBli 48 P24.8 ---_ CONSTRUCTION NOTES l INV � 2;9 � PROVIDE TYPE 1 CATCH BASIN PER WSDOT STANDARD PLAN INV W 21.9 B-5-20.01. ADD FISH DECAL AND "DO NOT DUMP" STENCIL LC) IiI +1/ \ r BO 10.0 _---- /7 - WELD OR STAMP STRUCTURE ID ONTO LID. f/ - PROVIDE 6" DI, CL 350 ROOF DRAIN CONVEYANCE PIPE AT ! LENGTH & SLOPE SHOWN ON PLANS. L_ I-- - , -I CONSTRUCT 6" DI, CL 350 ROOF DRAIN CONVEYANCE PIPE AT LENGTH & SLOPE SHOWN ON PLANS i I - — -- ,�1 C I` \ C ® PROTECT EXISTING UTILITY APPURTENANCES ADJUST TO TLB GRADE AS REQUIRED —. � 4---------�—� -��--- �L I -T - - -- CONSTRUCT CURB RAMP PER DETAILS ON SHEET GN -6A PLAN -I I-'- �; I--- -f- -�- I --; - I-�-- '--� I � � CE "B" LINE 35 LF 24" COR CX RCP ------------ - ----- - - - - - - - - - - - - - - ------ - - - - - - - - - - - - ---- S=0-31% o -10 a 592+00 d 0 L D o FEDAID: - CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 J © CONSTRUCT DOWNSPOUT CONNECTION TO NEW ROOF DRAIN CONVEYANCE SYSTEM CHANNELIZATION PER CITY OF RENTON STD PLAN HR -01 AS SHOWN ON GN -10 ® CROSSWALK STRIPING PER CITY OF RENTON STD PLAN -127 AS SHOWN ON GN -10 40 D�- DOUBLE YELLOW CENTER UNE PER Cltt OF RENTON STD PLAN HR -01 AS SHOWN ON GN -10 INSTALL RRFB 30 A 8 C D E F G H J� K L CIO C71 j 20 C121 L131- C141 - C151 - I 10 C17 tial cis —All C20 1n G21 L F L� 0 c22-_- - -i- t- czs�-�~I IV 593+00 594+00 595+00 596+00 596+9010 2 C8 C29 PROFILE R=374903 zo' To' o zo' 40' 030 SCALES 1'=20'(HORIZ), 1'=10'(VERT) (B -LINE SCALE IN FEET P.T oe WA, 4'G ��n svnvcveo: wac: viceecw xnw ,sea wie 7i BergerABAM n I ! o awao AS SHOWN omzoxw wn sw �OL,�� 9/8/14 BEE BOEING COMMERCIAL AIRPLANES GROUP Dam: oiuwx. ® rwD JCR oxunxc w 33301 9th Avenue South, suite 300 SPT D'''TUM GRADING / UTILITIES / DRAINAGE CONTROL PLAN GN -3 Fedeai Way, Washington 98003-2600 sloNAL 6r' (206) 431-2300 Fax: (206) 431-2250 /Gy NO. REVISION BY DATE APPR PP e c "COR"""` SHEET 2 ` 3 14 O aD i +SPu --- Nz SAN N m aZi C14 - -- - - -- -- LOT) -- tr N SCH 40 T S 2 N SCH,4�$ 2 LU 6 4- Al PIPE _ C-) i! m SAN SAN � N 182495.52 `1 � E-1299936.85 3 STCO 02 ATV -1 STORM DR CB 03 CB TYPE 1 0�7, Co �I STA "B"592+03.71 Lfl 32:00- T j \ RIM 23.48 1 " IE 20.55 NE G IE 20.35 W �-- i iR-L-1 1prV f^"y L 1 I� I/ /r.Vi(1) ZT1 61ST m IN COMPLIANCE WITH CITY OF RENTON 40 30 20 10 LL D.h: Dae: D.U: 5 RIM 25.3 j6"1 STW HP PSE08 I�.--A i N 6TH ST L - 594+00 A�--- 2' NC. SCH.80— LEGEND N P NEW CONCRETE PAVEMENT ® 38260 ` •_� ', ti .318260 318 - 166015 = 166029 u- _ NEW ASPHALT PAVEMENT 166 191' CKO T_- ._ 100' -- -- ---=- - - - - - . _ - - GENERAL NOTES R CKO -- �- -_-- - ----—S—TS -- --- - ---.. 1 HORIZONTAL DATUM: WASHINGTON STATE COORDINATE SYSTEM, RCP STS STS S SST — STS - NORTH ZONE, NORTH AMERICAN DATUM 1983(91) VERTICAL DATUM: NATIONAL GEODETIC VERTICAL DATUM 1929. >�-z`r-✓ C.TI- CTC E 96+00 AN - A - -— SAN 2. SEE CHANNELIZATION DETAIL PLANS FOR DIMENSIONS AND -Z - HORIZONTAL CONTROL. u CP PROVIDE INLET PROTECTION AT ALL EXISTING AND PROPOSED f-8 GN6. !;.7c �Sa` --- --�- SIS----S7.A 4 A SE.T 8255-ST.��;',�� ' S -S -S-T'� ,. -STS STS ITS 24° RCP C _ 3 DRAINAGE COLLECTING STRUCTURES DOWNSTREAM OF i'J'C:.:, F4rsu., - 86008=-'��, S .:T.. " PSE/unutt SPLICE _ STS R�MOVEDT�PONWCOMPLET ON OFCCONbTIRUCT CONSTRUCTION TACTIVITIES BE - YAUL1---'j _-_. -. -- �� _ �- • • , , _ --___ 4. SEE ELECTRICAL PLANS FOR ALL ELECTRICAL ITEMS 218 _ ) 5 � - �� _- '' 1 ( .� Ad; ,) 10 �---�T- -. - -�. (_-- �-^•c. '� _ _ ___/ _.'� \_-_- __. __ L - I` -.:-> �_ I—� 40 No. fM1 25 ` T a I Y I�I T7 1 -H.yp -`�.,� _`i7. _ l CONSTRUCT ASPHALT PAVEMENT PER DETAIL GN 5 �y� �r r — — _ 1 , zea •+{[ ceD: 3 318280-- -----_ -- C II 6 " 18 165999 EXIST ROW _ �/ / _ -- � �-I "II EASE N V03 VO1 \ r_� - 2� CONSTRUCT CONCRETE CURB &GUTTER, PER DETAIL GN -5 r zRE6kll E / -- �) 3 I / CONSTRUCT RETAINING WALL PER DETAIL GN -5 RC I ` _I I -! - STS - _T I f a CONSTRUCT CONCRETE GUTTER PAN PER DETAIL f P � , _ GN -5 CONSTRUCT SECURITY FENCE PER DETAIL GN -5 ��-'si' CONSTRUCT STS CLEANOUT PER DETAIL h-i/-oo ' i +'\ No 756 I GNB 1 ",CBli 48 P24.8 ---_ CONSTRUCTION NOTES l INV � 2;9 � PROVIDE TYPE 1 CATCH BASIN PER WSDOT STANDARD PLAN INV W 21.9 B-5-20.01. ADD FISH DECAL AND "DO NOT DUMP" STENCIL LC) IiI +1/ \ r BO 10.0 _---- /7 - WELD OR STAMP STRUCTURE ID ONTO LID. f/ - PROVIDE 6" DI, CL 350 ROOF DRAIN CONVEYANCE PIPE AT ! LENGTH & SLOPE SHOWN ON PLANS. L_ I-- - , -I CONSTRUCT 6" DI, CL 350 ROOF DRAIN CONVEYANCE PIPE AT LENGTH & SLOPE SHOWN ON PLANS i I - — -- ,�1 C I` \ C ® PROTECT EXISTING UTILITY APPURTENANCES ADJUST TO TLB GRADE AS REQUIRED —. � 4---------�—� -��--- �L I -T - - -- CONSTRUCT CURB RAMP PER DETAILS ON SHEET GN -6A PLAN -I I-'- �; I--- -f- -�- I --; - I-�-- '--� I � � CE "B" LINE 35 LF 24" COR CX RCP ------------ - ----- - - - - - - - - - - - - - - ------ - - - - - - - - - - - - ---- S=0-31% o -10 a 592+00 d 0 L D o FEDAID: - CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 J © CONSTRUCT DOWNSPOUT CONNECTION TO NEW ROOF DRAIN CONVEYANCE SYSTEM CHANNELIZATION PER CITY OF RENTON STD PLAN HR -01 AS SHOWN ON GN -10 ® CROSSWALK STRIPING PER CITY OF RENTON STD PLAN -127 AS SHOWN ON GN -10 40 D�- DOUBLE YELLOW CENTER UNE PER Cltt OF RENTON STD PLAN HR -01 AS SHOWN ON GN -10 INSTALL RRFB 30 A 8 C D E F G H J� K L CIO C71 j 20 C121 L131- C141 - C151 - I 10 C17 tial cis —All C20 1n G21 L F L� 0 c22-_- - -i- t- czs�-�~I IV 593+00 594+00 595+00 596+00 596+9010 2 C8 C29 PROFILE R=374903 zo' To' o zo' 40' 030 SCALES 1'=20'(HORIZ), 1'=10'(VERT) (B -LINE SCALE IN FEET P.T oe WA, 4'G ��n svnvcveo: wac: viceecw xnw ,sea wie 7i BergerABAM n I ! o awao AS SHOWN omzoxw wn sw �OL,�� 9/8/14 BEE BOEING COMMERCIAL AIRPLANES GROUP Dam: oiuwx. ® rwD JCR oxunxc w 33301 9th Avenue South, suite 300 SPT D'''TUM GRADING / UTILITIES / DRAINAGE CONTROL PLAN GN -3 Fedeai Way, Washington 98003-2600 sloNAL 6r' (206) 431-2300 Fax: (206) 431-2250 /Gy NO. REVISION BY DATE APPR PP e c "COR"""` SHEET 2 ` 3 14 m i Z v7 Nz m z m � � Z v7 �-v, fes- - I I ,v -y y a r F ■ I I � � y+ �-v, fes- - I I ,v -y y a r F z" °z 1 man i m a c y+ Y C� A m m i O I� n I I I I n �-v, fes- - I I ,v -y y a r F z" °z 1 man i m a c y+ oa= P'1 i O I z I �-v, fes- - I I ,v -y O z �I O -o Z N m N K C E CEDAR RIVER PARK ACCESS PLANT SCHEDULE: I STREET TREES LEPRECHAUN ASH FRAXINUS PENNSYLVANICA 'JOHNSON' 2" CALIPER 30'-0" O.C. i GROUNDCOVERS I KINNIKINNICK ARCTOSTAPHYLOS UVA-URSI 1 GAL. 2'-0" O.C. SALAL GAULTHERIA SHALLON 1 GAL. 2'-0" O.C. i v v v v CREEPING OREGON GRAPE MAHONIA REPENS 1 GAL. 2'-0" O.C. ovvvv IN COMPLIANCE WITH CITY OF RENTON ((�' STANDARDS BY: VQ11C.bY• 41 (11 Date: R IX A"1/, BY: Date: BY: Date: BY: Date: V— — ` — — — — — — _ — — — — — — — — — — — — — — — — — — — — -- ---___ ---___ ----_— J/ -------- _ ♦ JiIIIIIIIII K1311"Im MR fig I r� ti D� 3 ♦•D•♦♦ m n oy F —� L �s------- I♦••♦ 7 r —11 c—===____--- - [1] - — — — ------------------- 1 Z 0 0� INA, K .L L --- j v -------------- C ----- _�--�— Z> i — — — — — Mir z z � C/) — — 6TH STREET _ --_ --- — j D \ m \ N z w m r U 6 i a PROPOSED 5' PLANTING STRIP PROPOSED STREET TREES 30 -FOOT O.C. — — `f — — DOD 17 17 p v v V V 7 O v 0 0 -.. V V vvvvvvvlvvv vv N = o v V 17 v v v V v J v — 17 v vo v vv o v—�—v v vvvvv , � , — — a a - : : — L a 6- T SIDEWALK a r c -- ----^-------- ------ ___–a -��-- `- --------- ------ � G �� Z. t `� -- ---------- ---r -------`------•�--- — — — — -_ -_. 1 — — — — — — — — — o a � V— — ` — — — — — — _ — — — — — — — — — — — — — — — — — — — — -- ---___ ---___ ----_— J/ -------- _ ♦ JiIIIIIIIII K1311"Im MR fig I r� ti D� 3 ♦•D•♦♦ m n oy F ♦ ♦♦♦•♦♦♦•♦•♦♦♦ z I♦••♦ 7 r —11 [1] 1 Z 0 0� INA, K .L L E FEDAID: — CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 J PLAN B SCALE: 1"=10' 7i BergerABAM 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 (206) 431-2300 Fax: (206) 431-2250 / KEY PLAN SCALE : NONE A B C D E G H J ea, - - — clo Cil \` Cit 3 Ci C15 Cl6. "411. C17 6TH STREET c1a Cig \ -- ---- -_ 3:: -- --- Q C20 LI url �I !1~«.v Il�r l II \ C22 U J~iJ •:1 Ir r�n-�r—I � C21 _ � z_ C231I�11 ,��C24411r, � j PROPOSED 5' PLANTING STRIP co ` ` C25 -- — — 24.3 czs' b C27 — — O , i \ e° •T"e°a \C29 60 C30-F f — — �Cm — c _ G LY _ .'- .. - _. °r �� 7r' iT' / /--X—i��X—I dol W J I `f 7U I SYFrEYO: SCUT NOT FOR CONSTR TION As SHOWN BOEING COMMERCIAL AIRPLANES GROUP o� BEE /�/�(\ ` �/�1 JCR \/ �L �OL�/�fI H M � DATUM '1/�i SPT «_ � PARTIAL LANDSCAPE PLAN REVISION BY DATE APPR � y APP CD, € GZ� I 0 I ti D� 3 m n oy F z n 7 r Q o VAX w�4�410x v . xRaAp® R IIbH1EQ � �. rvD J. WILLVIO RIIfVAIE M. 93l 8/28/14 GN -7A 7 11 I ti n oy F 7 r u [1] 1 Z 0 0� r-- K .L L j v C 1 Z> i O z Q o VAX w�4�410x v . xRaAp® R IIbH1EQ � �. rvD J. WILLVIO RIIfVAIE M. 93l 8/28/14 GN -7A 7 11 LO O Z 0 I 0 POSTG POST 12 0 TYP I POST I PASPOST Q POST 3 z Z u 3 m 36'-0" O.C. I ` z a SEE DUMM', 1/2" PREMOLDED 3/4" CHAMFER 12'-0" O.C. 12'-0" O.C. JOINT DET IL I n JOINT FILLER -o o Z '1 ^ GROUND LINE 2 BEHIND CURB 0 N ; FOUNDATION O TOP OF L- SIDEWALK r SO OF y J�L J�l I I I IDIEWALItQ J-- #4 REINFORCEMENT mQII$N P 1 AP EO EQ COM. iu 3" #4 STIRRUP - 8 EQ SPA 3° C591 -1E I O m AP DUMMY 11'-0' 6' DO 7'-6' I o C ® V-6" MAX = 1 V-6' (9)JOINT, TYP TYPICAL REINFORCEMENT Q TYPICAL END SECTION 12' O.C. EXPANSION JOINT $ ' GZ': a 36.0' O.C. Z U IN COMPLIANCE WITH CITY OF RENTON NOTES #4 REINF. x C STANDARDS2'-0" CENTERED 5 s- 1. ALL CURB FOUNDATION REINFORCEMENT SHALL HAVE AN 1 1/2" CLEAR UNLESS NOTED EXPANSION JOINT DETAIL 3 BY: --Date: �s�► WALL ELEVATION OTHERWISE. _ SCALE: N.T.S. I z a BY: Dare: _ SCALE: 1" = 4'-0" 2. ALL CURB FOUNDATION CONCRETE SHALL HAVE A STRENGTH OF 4 KSI. �J a � � IBY: Dare: 3. ALL CURB FOUNDATION REINFORCEMENT LAP SPLICES SHALL BE 2'-0" MIN. 9" 6" 9" BY: Dare: ROW 6' 6" 1 6" #4 BAR (TYP) I 1' SLOPE CLASS 4000 CONCRETE #4 BAR AT 24 -OC o o EASEMENT CL 'DR" LINE PER WSDOT STD SPEC 2 CE 'B' LINE SECTION 6-02 Q 1 m oo p 11'-0° _ M 2'-0" 1'-6"+ 0' - 5'-0" 6'-0" 2 -0" t4'- v o v o0 ' r t PLANTER t SIDEWALK SETBACK /—NEW T o I I MATCH EXIST--\ ------------------ '8' LINE 11'-0" LINE \,�Y- L1,_0" n SECTION SCALE: 1" = 4'-0" �J STA "B" 588+55 TO STA "B" 592+20 STA "B" 592+74 TO STA "B" 593+20 ' EXCEPT AT END SECTIONS 4'-0" 2'-0' V-6" 6'-0" PLANING SIDEWALK GIU7TER I SAWCUT UNE - 1.5% — — SEE TRENCH f'. {• DETAIL 4 �I 3 I I I I I C591 -1E C591 1 E t 4'-3 1/2" t FEDAID: - CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 J 4i BergerABAM 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 (206) 431-2300 Fax: (206) 431-2250 100 REVISION DRAINAGE GUTTER SCALE: N.T.S. V-6" 1'-6" Ct "DR" LINE WALL FOUNDATION E SAWCUT/ MATCH EXIST GRADE - I z HMA MATCH EXISTING ASPHALT . o - THICKNESS 3" CSBC MIN (TYP) GEOTEXTILE FOR SEPARATION NEW TRENCH BACKFILL MATERIAL PER WSOOT STD. SPEC. 9-03.19 MPLA PS SPECIFIED n DUMMY JOINT DETAIL SCALE: N.T.S. J4 NEW FENCE POST WALL FOUNDATION #4 REINFORCEMENT, TYP O as ym GG) O X z - EXISTING °z 1 o C) = �C)� O �4 !l BUILDING �n W v d 3 y+ z y I' I J SEE BENDING I DIAGRAM ry T I CONSTRUCTION NOTES P I B 2 1/2' HMA CL & INCH PG 61-22 O � SAWCUT UNE SAWCUT LINE COMPACTED DEPTH (WEARING COURSE) i Ti MATCH EXIST 2.D% 1.5% O 3 1/2' FT HMA CL 1( INCH PG 64-22 d ----------------- ------------------ — _ — _ — — COMPACTED DEPTH (LEVEW NG COURSE) m — O 4* THK CRUCHED SURFACING TOP COURSE li_ 1 4 OL 2 5 O 4' THK CEMENT CONCRETE SIDEWALK N N 2' THK CRUSHED SURFACING TOP COURSE © CEMENT CONCRETE CURB AND GUTTER SECTION a SCALE: 1" 3'-0" 7O a' TDP SOIL TYPE c rn _ = STA "B" 592+20 TO 592+74 ® 4' CSBC L t FEDAID: - CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 J 4i BergerABAM 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 (206) 431-2300 Fax: (206) 431-2250 100 REVISION DRAINAGE GUTTER SCALE: N.T.S. V-6" 1'-6" Ct "DR" LINE WALL FOUNDATION E SAWCUT/ MATCH EXIST GRADE - I z HMA MATCH EXISTING ASPHALT . o - THICKNESS 3" CSBC MIN (TYP) GEOTEXTILE FOR SEPARATION NEW TRENCH BACKFILL MATERIAL PER WSOOT STD. SPEC. 9-03.19 MPLA PS SPECIFIED n DUMMY JOINT DETAIL SCALE: N.T.S. J4 NEW FENCE POST WALL FOUNDATION #4 REINFORCEMENT, TYP O as ym GG) O X z °z 1 o C) = �C)� O �4 • W v d 3 y+ z y #4 STIRRUP J SEE BENDING DIAGRAM P a" NOTES 1. ALL BACKFILL SHALL BE COMPACTED TO AT LEAST 95% OF MAX. DRY DENSITY PER ASTM D-1557. 2. IF TRENCH SUBGRADE IS DETERMINED BY THE GEOTECHNICAL ENGINEER DURING CONSTRUCTION TO BE UNSUITABLE, PROVIDE GEOTEXTILE FABRIC FOR SUBGRADE STABILIZATION AS DIRECTED BY THE BOEING CONSTRUCTION MANAGER PER THE GEOTECHNICAL ENGINEER'S RECOMMENDATIONS. #4 STIRRUP 0 0 Asi- GRAVEL BACKFILL FORPIPE ZONE BEDDING 2" CSBC BAR BENDING DIAGRAM oo SCALE: 1" = 1'-0" 3'-0' WALL DETAIL �- R-374905 SCALE: 1" = 1'-0" � TRENCH DETAIL SCALE: 1 = 7'-0" xnia19m 9/8/14 AS SHOWN BOEING COMMERCIAL AIRPLANES GROUP aa� BEE ® JCR tBOE//VG °XE H°' DATUM PTIf HOf IXpI ME E 1 ROADWAY SECTIONS AND DETAIL GN -5 BY DATE APPR .wrimrAPP 5 a. 1 Com' O ° ym GG) r z °z 1 o C) = �C)� O z m_ 1 W v d 3 y+ z y O GG) m r - C) Z OI O 2 d D: 0 a NATIVE PLANT SCHEDULE 6 RS SYM. ABBR. COMMON NAME BOTANICAL NAME I100' SHORELINE BUFFER SHRUBS 1 I y SA z C0 G) Z I C ' RS I vz m EXISTING TREES TO REMAIN m n \ I I v (PROTECT IN PLACE) / O m 3 ` �L/ I Z � (1 13 SA MITIGATION AREA \ I I \ SE ENHANCED / \ LAN PE � PER CITY 1 1 1 REQUIREMENTS \ I J I EXISTING SHRUBS IN GOOD ' %I//, I/ CONDITION TO REMAIN .� \ I 1 I I 11 \ EXISTING TREES TO REMAIN (PROTECT IN PLACE) SIZE SPACING COMMON SNOWBERRY SYMPHORICARPOS ALBUS 2 GAL. KING EDWARD RED CURRANT RIBES SANGUINEUM 'KING EDWARD VII' 2 GAL. 1 I 1\ 1 1 1 IIII\\ 1 1 1 \1 \ 1 1 1 \ \\ I I II I o 1 1 s 1)1� 111 v C�,, , �',-, /`T y ` v � FEDAID: - T CALL 48 HOURS m BEFORE YOU DIG 1-800-424-5555 J 1 MITIGA' GN -8 J SCALE: V=10' 4) BergerABAM 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 (206) 431-2300 Fax: (206) 431-2250 3'-6" O.C. 3'-6" O.C. C i 6TH STREET GENERAL NOTES 1. ALL WORK IS REQUIRED TO BE PERFORMED IN ACCORDANCE WITH BOEING STD. SPECIFICATIONS. 2. SEE CIVIL PLANS FOR SITE DEVELOPMENT AND UTILITY LOCATIONS. 3. ALL LOCATIONS OF EXISTING UTILITIES SHOULD BE VERIFIED IN THE FILED BEFORE CONSTRUCTION. CONTRACTOR SHALL PROTECT EXISTING UTILITIES TO REMAIN. 4. HORIZONTAL DATUM: WASHINGTON STATE COORDINATE SYSTEM, NORTH ZONE, NORTH AMERICAN DATUM 1983 (91) 5. VERTICAL DATUM: NATIONAL GEODETIC VERTICAL DATUM 1929 6. EXISTING CONTAMINATED SOILS IN PROJECT LIMITS. CONTRACTOR TO COORDINATE WITH BOEING ENVIRONMENTAL SERVICES AND COMPLY WITH THE DEVELOPED REMEDIATION PLAN. 7. ALL PLANTING AREAS TO HAVE ALL WEEDS REMOVED AND RECEIVE A 3" LAYER OF BARK MULCH. IN COMPLIANCE WITH CITY OF RENTON BY: qII /�S�T�A�N,,DARDS ugzz Date: IS 1 BY: Date: BY: Date: BY: Date: C10 C11 C12 C13 C14 C15 C16 C17 C18 C19 C20 C21 C22 C23 C24 C25 C26 C27 C28 C29 C30 KEY PLAN SCALE : NONE R=374908 0 swicm: w+e AS SHOWN BOEING COMMERCIAL AIRPLANES GROUP BEE JCR BOE/IVG® DATUM FT PARTIAL LANDSCAPE PLAN NO. REVISION BY DATE APPR APP CT�)' e- 77`� 5 6 � uw +. svA,wc cmrsrAa: w. vn 8/18/14 GN 7B m Q y z C0 G) Z m� C ' vz m m n m Q y z C0 0O a ' a wi v V O m 3 ` �L/ Z � N m Q El N A -:T ", J.0 \Gid P — m ° 2 53 'ClJV i ( R y y Ta vmncv. NAw +am xo�cxw_ wL ,Nm/1PP1 DATUM a 3 L f.11 S � Y: Date: N oz •h D c. Y: Date: n n °I__ E'� k Y: ILL' Pl 1 - r. REVISION BY z I rn Ij., e. DPTA'L v :Ej -� - E5 C E J t 9tl ItiTt' EE 5V J IP f f I6 J G 0 POLE ELEVATION FOUNDATION DETAILS ARTERIAL STREET SID, PIAN 117.1 P IALIC 1tiCRKS P � f DECORATIVE ROADWAY LUMINAIRE POLE D1P:112'I'115 \'' 'A DETAILS — (/ J say"K 9T A C9pL TUCK iw 411 NP Awc Ae c NK w 6slcx ro sw[«L L��/x�� t � CTTEflI S U®AD[tFA ] w<x NOTE: LOAD CURRENT FOR ALL BREAKER NOT TO EXCEED 80% OF BREAKER AMPERAGE /"<.'" E]YLli1�PE..YY51P1COfL—ItFS z BASE PLAN IN COMPLIANCE WITH CITY OF RENTON STANDARDS — m Y: Z—M. �r.,� �/.1 t N'�� y N vmncv. NAw +am xo�cxw_ wL ,Nm/1PP1 DATUM a 3 L t f S � Y: Date: N 9tl ItiTt' EE 5V J IP f f I6 J G 0 POLE ELEVATION FOUNDATION DETAILS ARTERIAL STREET SID, PIAN 117.1 P IALIC 1tiCRKS P � f DECORATIVE ROADWAY LUMINAIRE POLE D1P:112'I'115 \'' 'A DETAILS — (/ J say"K 9T A C9pL TUCK iw 411 NP Awc Ae c NK w 6slcx ro sw[«L L��/x�� t � CTTEflI S U®AD[tFA ] w<x NOTE: LOAD CURRENT FOR ALL BREAKER NOT TO EXCEED 80% OF BREAKER AMPERAGE /"<.'" E]YLli1�PE..YY51P1COfL—ItFS z BASE PLAN IN COMPLIANCE WITH CITY OF RENTON STANDARDS C O N 3 FEDAID: — CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 J LUMINAIRE ARM DETAILS !. 1 ,'=A ,, T I ,, V W_�A_s I IWO, P.JSA i.. LUMINAIRE ARM MOUNTING BRACKET DETAILS P013LIC WORKS I LUMINAIRE ARM AND MOUNTING SED, PLAN' 1173 DIi PAR'I'MENT BRACKET DETAILS CI AME TER = 7/8" / FUSE 4 LOAD LINE 1/4- X Y/s" } L= CUTTING RINGS 1 FUSEE KIT ❑PDXv FILL TJ INLINE SPLICE EPDXY FILL i L ! 77/71 �f NYE SPLICE SPLICE KIT FUSE K(T & SPLICE KIT DETAILS ADOPTED 0 CI':Y OF flCNNN •,, J_• 3I 4APLL'-- .: c^ IST DAM TC.�Ot/c+ PAGE: J013 s29 5 1 I � ], a am.•u .en <w. cw [[[unl Y , - I•v p—I « ,\ v ! I xw e !� �PAINW ^ OIAOM"l� l 6v«ea 11 NII@NN CONE av ANS/1'AM:TAfttY! FM: �AnQY PUBLIC WORKS CABIN FOUNDATION DE SCD. PLAN 82 DEPARTMENT 'tovrlp > C K•ft GOR StS.n/�. /23 da'fi c/ L�A//2 INS -ALL DECAL NI �� RT!CALLY. _ ALL IND WEATHER, 50' F OR neo 1 NUMBERING 2 EXAMPLES 3 4 LED TYPE 6 7 WATTAGE CURB MOUNTING HEIGHT I AFD 15 FEET 9< } A I F 45 TRAFFIC FLOW PLAN VIEW 1-3/A" TO 2" 2" TO 2-7/e" 2-1/2"1 TO S �� R=374909 REFLECTORIZED G01141C GOLD OR WrTE LEGEND ON BLACK BACKGROUND PUBLIC WORKS STREET LIGHT STANDARD SPD.RDEPLAN - 121 DEPARTMENT DECAL NUMBERING SYSTEM Po •s � �fYrrrr�ym� IliJi� / __ ._.. / Tel 206.267.1700 G R O U P Fax 206.267.1701 600 Stewart St., Ste 1400 SAZAN # 339-1339 Seattle, Washington 98101 N m Y: Z—M. �r.,� �/.1 Date:/// N'�� m N vmncv. NAw +am xo�cxw_ wL ,Nm/1PP1 DATUM a 3 Z O m v� Y: Date: N oz •h D c. Y: Date: n n °I__ E'� k Y: Date: C O N 3 FEDAID: — CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 J LUMINAIRE ARM DETAILS !. 1 ,'=A ,, T I ,, V W_�A_s I IWO, P.JSA i.. LUMINAIRE ARM MOUNTING BRACKET DETAILS P013LIC WORKS I LUMINAIRE ARM AND MOUNTING SED, PLAN' 1173 DIi PAR'I'MENT BRACKET DETAILS CI AME TER = 7/8" / FUSE 4 LOAD LINE 1/4- X Y/s" } L= CUTTING RINGS 1 FUSEE KIT ❑PDXv FILL TJ INLINE SPLICE EPDXY FILL i L ! 77/71 �f NYE SPLICE SPLICE KIT FUSE K(T & SPLICE KIT DETAILS ADOPTED 0 CI':Y OF flCNNN •,, J_• 3I 4APLL'-- .: c^ IST DAM TC.�Ot/c+ PAGE: J013 s29 5 1 I � ], a am.•u .en <w. cw [[[unl Y , - I•v p—I « ,\ v ! I xw e !� �PAINW ^ OIAOM"l� l 6v«ea 11 NII@NN CONE av ANS/1'AM:TAfttY! FM: �AnQY PUBLIC WORKS CABIN FOUNDATION DE SCD. PLAN 82 DEPARTMENT 'tovrlp > C K•ft GOR StS.n/�. /23 da'fi c/ L�A//2 INS -ALL DECAL NI �� RT!CALLY. _ ALL IND WEATHER, 50' F OR neo 1 NUMBERING 2 EXAMPLES 3 4 LED TYPE 6 7 WATTAGE CURB MOUNTING HEIGHT I AFD 15 FEET 9< } A I F 45 TRAFFIC FLOW PLAN VIEW 1-3/A" TO 2" 2" TO 2-7/e" 2-1/2"1 TO S �� R=374909 REFLECTORIZED G01141C GOLD OR WrTE LEGEND ON BLACK BACKGROUND PUBLIC WORKS STREET LIGHT STANDARD SPD.RDEPLAN - 121 DEPARTMENT DECAL NUMBERING SYSTEM Po •s � �fYrrrr�ym� IliJi� / __ ._.. / Tel 206.267.1700 G R O U P Fax 206.267.1701 600 Stewart St., Ste 1400 SAZAN # 339-1339 Seattle, Washington 98101 N m � O n D` C m AS SHOWNEA vmncv. NAw +am xo�cxw_ wL ,Nm/1PP1 DATUM a 3 Z O m v� OO r m: D oz � D c. WDATEAPPR`ySAZnN ADO °I__ E'� EA � s VIC IF NOT qiE YKM NO. REVISION BY BOE//Vl: CITY ur nII STANDARD DETAILS G I ' `c JttT vfw d�T .' STRFFi l GHi Ctt:taCTCR FWNDATW T 7 Illi Li sl r. N 1I�� cAnme P1 2.[.. wJ,.. I I P:f�L eleL PC MOUNT PAD MOUNT fpNTR01 R ABN T FWNDA90N BPTiFRY 9PIXOP SYSTEN (BBSI FWHDATON For NOTES see Std. Plan 126.2 2 PUBLIC i90RKS CABINET FOUNDATION DETAILS rsOb'ID' PLAN - 128 UEPARTJIENT jx. FN O BOEING COMMERCIAL AIRPLANES GROUP 9/10/14 Fq➢SCI: PILE: 9wars Nn GN -9 a*j N m � O n D` C m Zz a 3 Z O m v� OO m D oz � D c. a*j N m O n D` z mm e Zz $ Z O m OO D oz � N O n D` Z O OO oz � c. O b N z I rn W O z 0 0 -6 IT TYPICAL LIGHT BASE AND JUNCTION BOX CONCRETE PAD FRONT \PEW SIDE MENU TYPICAL JUNCTION BOX +B' CONCRETE PAD Up } i L__-____.____ EP.ONT VIEW SIDE VIEW TYPICAL JUNCTION BOX'C' CONCRETE PAD 1 4 0-------- S-0, —SII 4'� _ 1� FRONT VIEW SIDE 'JIE`.4 PUBLIC WORKS TYPICAL CONCRETE PAD DETAILS rem. DEPARTMENT STREET LIGHTING CONTACTOR CABINET WIRING SCHEMATIC TYPE III SERVICE 12240 VOLT I. A MAIN BRLASER 0, N.) 2 POLE 340 vCLi 10 O r BRAN01 BREAKERS 120/240 WSi TEST I J 16 POLE S11TCH—L ]]] E CIRCUIT A`UES TO GEEING RUNS NEAREST TUU11AIRE UllJTV PLUG ( 0 GRCUNo eco WRING COLOR CODE A. WHITE JACKET (NEJTRAL) B. BLACK JACKET (LINE) G GREEN JACKET (GROUND) O. RED JACKET (LOAD) E GREEN OR BARE WRE (GROUND) /per `� PUBLIC WORKS STREET LIGHTING CONTACTOR PROF' PL1N - 129 ��J DEPARTMENT CABINET SCHEMATIC / STREET LGET POLE \ `_yMQ10N BOY PLAN `IIE`N 51 DE VIEW LIGHTING STANDARD & JUNCTION BOX NOTE;_ CLASS '9' CONCRETE TO BE USED IN CONS(HUC1 ON OF PAD 4' DEEP Y 1rfi �y . PLAN _VIEW, � INDIVIDUAL JUNCTION BOX PUBLIC WORKS I CONCRETE PAD DETAILS DEPARTMENT I n OTI 1. EQUIPMENT GROUND WRE & BARE VIRE SHAH. BE SECURELY FASTIT'ED TO THE CROJKD LUG INSIDE THE POLE HANDHO.L ALL BONDING & GROUNDING CCNNECTICVS SHALL REMAIN ACCESSBLE FOR 1%SPECNON AND MAINTENANC- 2, IT THE FIXTURE MANUFACTURER HAS NPO`- PROVISICN FOR THE ATTACHMENT OF A GULLED WRE A GREEN 'NS'WATED VIRE GF THE SAME SIZE SHALL BE RJN FROM. TINI FIXTURE To THE GROUND LUG INSIDE THE POLE HANBHOLE. IF THE FIXTURE MANJFACTURER HAS AGROUND LUG A /8 GREEN INS'JLATEO WEE SHALL BE RUN FR01} THE F-.X`URC GROUND LUG TO THE POLE GROUND WG. PUBLIC WORKS TYPICAL LIGHTING DEPARTMENT UNDERGROUND SYSTEM STD. PLAN - 118 Z �f IN COMPLIANCE WITH CITY OF RENTON STANDARDS BY: `�9- Date:f/4220:- BY: -_ Date: m 3 z BY: Date: „_...:..,..,,.r..._ _ BY: Date: Z LSI 1 APPROACH LINE 0 (29 CENTER LINE a:aasa®ssaaasIRs8 _ Z ` o �. • 0 • • • • • • • • • 0 • • • • • • • •--L4• ,34. • 0 0 0 0 ❑ 4 'fi \ ` LINE ITE FYPE '1' I o o �eyO. zo., .o ,no °.ro.o...v nm � U , .. •• o 0 0 o • * • • • • • • e • v • • • • • • • •� LINE MARKERS O '`\ \ <" WHITE TYPE Ile' 4' YELLOW TYPE T LINE MARKERS (REEL.) no WAY LEFT TURN LINE U' : LINE MARKERS 3 w ° )U6i° t'E' 4' �CE DLTE' LL4" YELLOW TYPE 'Ild' p INE LINE NARKFRS (REF'_.) 0 OL B LtNE� LAIII _ J,hF =U W'ENTER E': R �tI • • QI 4 •1\ m NUMBER AND LOCATIONS OF ARROWS I1 -Al_ �N Z-�31- `4 YELLOW TYPN 'I' ED LEVE MARKERS APPROACH IINE LENGTH ARROf'LOCAnONS o SIP'GL SKIP YE LC "i JF'I'ER I INE V-' YELLOW TYPE 'Pd' -\ 111. IF Pl. 20'-50' 1 ARROW (20 BACK -ROTI CROSSWALKACP STEP BAR) " b opo' Oo LIVE MARK -RS _ (RE --L) 50'-125 2 ARRO+GA(20 BACK & END CF APPRO CH FINE) 0 0° .F.0000 125 .;00' 3 ARRC.At D BACK MIDbA-5 ffi END C CNE) ARROWS °• °Y 1'v o000�. 0000 O OVER 000 Al100 IKILR`41-S • .L1- o o \'�'�o o t P N ,•• °°',ye I '_ ��.-d rSTR:P E2 Fir") LEFT TURN LANE SKIP APPROACH LINE -D-IIINITP\ ' JP, ° • {DP¢! LYLE j (T'p) LANf • • p • • e • • • • e • s a • • e • Off_ L, r'>° _ LIFE LINE - m e• s 4 8 ecv+. .,. °.s.`.a °. _ L -T uTT R CCN -RETE I -^� �4" YELL OVr TYPE 'Il0 L'.NE NARKFRS (REEL.) dHI TE TYPE 'I' °TAW^T�.0 �. J 1 1 LINE MARKERS 'oaf' Lee°eV TRI RE IRE `-TP_ TR i .2 R 4CK5 IRACK< TR:,,4SJ T. C I', / 4' WHITE TYPE 'lle •• ••..«++.:. oi.nne� °. ..°.a iu°:� u,..� ( v -4" YELLOW TYPE '1' LINE MARKERS CORE AREA MARKINGS RAISED PAIIIIII MARKER d UNE MARKERS (REEL.) z / SUB9TIMIUN PR fn / / STANM-5d WIRU PLAN X�Stl RX - 0 • • • • • • AT AT • • • • • • • o • • • OFFY ID NTON M + Tl?TE'A'T_ 4 _E NE IrtUSU fS\ CV'M. IGU RATICP' CITYOF REMON y LfHNE L''N'- _ !g� ETTINOPADPIANS K 4' a aR - - . NOTE FOR RO DNAYS H MCRE CR L 5 W,7S. F l FGJro- N ,.POLES W 4" A_ LAST DAtE d/1420p9 KEEPING THE THERI4OP 1STIC/FAPTEC BR J EPEC ON THE LAIN '.ES AND ♦ • •� ♦ ♦ • • • • SP PAGE HOO9.3 IN THE CENTER OF TRAVELED PCRTIOX OF 'c .A,.c O AI:IMIZE H YEAP. CN O -III i,E TnER1A0PIp5TL/PA\-. M NUMBER OF 2 -WAY LEFT I _;URN ARROWS e' Is s'- tea' WHITE TYPE 'r � I a LINE BARKERS � S-•` a TE TYPE Ilt,' SPEED' LRO T 30 35SPEED Ell,':T 25 DIA1 !A PH -- 250; OG LIKEWMARKETS (REFL.) LL SPEED LIMIT 40-45 MPH -- 300 O.C. In In CDANNFW9ATION MARKERS DESALT. A pF MASy�9n CHANYELIZATION 1FAKERS LEGAL CQ N PLAN - 127 /� ASSET pZ" �v. ADOPrzEPw° R-3749 I0 �,PUBGC 1TORK5 THERMOPLASTIC/PAINTED ROTA:.�' DEPARTAfEVT VB rz 4i. -CROSSWALK .� , o. J �� iEi59 ' GATE RE1 D(w ?I ^PPr n YEA NAME HDOI SP PAGc H001 CATE I Rens:Oy RY .ppR - PGG. NAME: Hov2 SP PAGE'. H002 `% O 11114/2014 oFEDAID: — -.._ wRYnin srric are Z -' i AS SHOWN MMGb%TAL � 11W%�BB, 9/10/14 - fT BOEING COMMERCIAL AIRPLANES GROUP , �« CALL 48 HOURS G R O U P Tel 206.267.1700 EA ADO SEM M Q� BOE/N4W NG NO, Fax 206.267.1701 DATUM b�-- BEFORE YOU DIG 600 Stewart St., Ste 1400 SAZAN # 339-1339 ° EA SH CITY OF RENTON STANDARD DETAILS GN -1 O O NOT ONE PKM 1-800-424-5555 Seattle, Washington 98101 NO. REVISION BY DATE JAPPR SAZAN ` °°" " 2 a. 2 Z �f ° Nn o D q r � a a Z p YI o Ro ° Nn o D r � a a Z p YI iZBE� BE 5� > Or B Nz inn n m W q D PG 0 ° Nn r � Z p u § > Or 1 inn n W PG 0 L-., z Vi Cm C GENERAL NOTES 1. CALL UTILITIES UNDERGROUND LOCATION CENTER AT 1-800-424-5555 48 HOURS PRIOR TO CONSTRUCTION. 2. POLE LOCATIONS TO BE APPROVED BY THE ENGINEER PRIOR TO CONSTRUCTION. POLE LOCATIONS SHALL BE COMPLIANT WITH ADA REQUIREMENTS. 3. ALL PEDESTRIAN RELATED SIGNS (W16-P(L), W16-P(R), W11-2) SHALL HAVE A FLUORESCENT YELLOW -GREEN BACKGROUND WITH TYPE LX SHEETING. 4. USE STAINLESS STEEL MOUNTING CLAMPS AND BRACKETS TO MOUNT SIGNS PER RENTON STANDARD DETAIL G010. MOUNT RRFB LIGHT BARS, CONTROLLER CABINET, SOLAR PANEL, AND PEDESTRIAN PUSH BUTTON PER MANUFACTURER'S RECOMMENDATION. LEGEND SYMBOL DESCRIPTION ---jj I—I jj--- RIGHT-OF-WAY RRFB ROADSIDE POLE L{II0 POLE NOTE ® CONSTRUCTION NOTE ✓�� T. I rj r� l //� .1 r ��( r1 ✓/i� j k r v i P, ,j o f i /,teaK //p ON i w 3 w w l� �-'_-.::;:`tom" LY - N 6TH ST CONSTRUCTION NOTES _ _ O7 INSTALL NEW 16' SCH 80 4.5' O.D. ALUMINUM POLE ON NEW FOUNDATION CENTERED AT N 182549.71 E 1300073.90 WITH PELCO PB -5340 ALUMINUM SQUARE BREAKAWAY BASE AND PELCO PB -5306 -GLV ANCHOR BOLT KIT. FOUNDATION SHALL BE PER WSDOT STANDARD PLAN J-21.10-04 FOR SQUARE CONCRETE, FIXED BASE. TOP OF FOUNDATION SHALL MATCH CURB HEIGHT PER FOUNDATION DETAIL ON SHEET TS02. FOUNDATION EDGE SHALL ACT AS CURB EDGE. = OINSTALL NEW 16' SCH 80 4.5' O.D. ALUMINUM POLE ON NEW FOUNDATION CENTERED AT N 182501.60 E 1300073.29 WITH PELCO PB -5340 ALUMINUM SQUARE BREAKAWAY BASE AND PELCO PB -5306 -GLV ANCHOR BOLT KIT. FOUNDATION SHALL BE PER WSDOT STANDARD PLAN J-21.10-04. TOP OF FOUNDATION SHALL MATCH GRADE OF PEDESTRIAN CURB RAMP. OINSTALL NEW CARMANAH SC315 RRFB SYSTEM WITH SOLAR PANEL AND .z CONTROLLER CABINET. INSTALL NEW RRFB LIGHT BARS, W11-2, AND Wi6-7P SIGNS ON BOTH SIDES OF POLE. MOUNT NEW POLARA MODEL X PEDESTRIAN PUSH BUTTON ON EAST SIDE OF POLE. SEE TS02 FOR POLE ASSEMBLY - - - - - - -- DETAIL. TERMINATE CABLING ACCORDING TO MANUFACTURER'S RECOMMENDATION. 4O INSTALL NEW 4 INCH BY 4 INCH PRESSURE TREATED POST AND R10-7 SIGN CENTERED AT N 182544.38 E 1300153.66, IN ACCORDANCE WITH SIGN LEGENDAND RE N N D A 012 !i Iwjt-,OU W16 -9P a�j- Sf.z_,S fr'o/e Ne. r' aei.rj 68T4f/,Z ,' � e q Undtr W //-2 J;y" n 1 6 PROPOSED SIGN LEGEND 2 ew New -A �a' " 's r.ra ii rrC. e-e�f Arf � /� .XASfa/1 W//-2 4nsl N16 -v'0-4' 'f %J 3 `Ls r•{-- f'= 36" / 36 z Se ' cw rs of Naa RRFB fe.i�� 24 L �1 ��24" � DO NOT I 30" BLOCK 12" FA7001 12" INTERSECTION W a_ Cn 5 2.5 0 2.5 5 10 wed -f N FIasRcscAvT SCALE: IN FEET �/E1t a w- G„ZBEI/ transpo,;: r 11 3011 -. A.ENUENE,SUI E600 __EL_42. _21-366_ _IR -LAND, WAS _ING ON9 034 FA..42..2 - 434 6j 'S"P r q ' BY CliE A ,- �. �_ __. - _____- _ __ - __ -_-_ _..__ __ _. ____ n'�7' � I T I I r - - - _ - �.�-•mom-asap-` i._��. __•__. -' _ -" ., ., v.._�-sem®� R-31491 I IN COMPLIANCE WITH CITY OF RENTON STANDARDS BY: `M• QQ++....- ,4. Date: fAilAe BY: Date: W2651523 BY: Date: PERMIT SUBMITTAL 08-08-14 BY: Date: 8-08-14 ELT ��ra TS O1 O - -. ��--�•"" '- s .r's -�s3y _w' W11-2 W16-7P(L) W76-7P(R) RIO -7 "1 j[I��JL � BLACK ON BLACK ON BLACK ON BLACK ON Z C n FLUORESCENT FLUORESCENT FLUORESCENT WHITE - ¢i //r�,/ _m '_ " ,/ice/ YELLOW -GREEN YELLOW -GREEN YELLOW -GREEN / - - E 5 2.5 0 2.5 5 10 wed -f N FIasRcscAvT SCALE: IN FEET �/E1t a w- G„ZBEI/ transpo,;: r 11 3011 -. A.ENUENE,SUI E600 __EL_42. _21-366_ _IR -LAND, WAS _ING ON9 034 FA..42..2 - 434 6j 'S"P r q ' BY CliE A ,- �. �_ __. - _____- _ __ - __ -_-_ _..__ __ _. ____ n'�7' � I T I I r - - - _ - �.�-•mom-asap-` i._��. __•__. -' _ -" ., ., v.._�-sem®� R-31491 I IN COMPLIANCE WITH CITY OF RENTON STANDARDS BY: `M• QQ++....- ,4. Date: fAilAe BY: Date: W2651523 BY: Date: PERMIT SUBMITTAL 08-08-14 BY: Date: 8-08-14 ELT ��ra TS O1 N O n m C0 Nz m 3a � O z c� j[I��JL N O n m C0 v 3a � O z c� j[I��JL i v o i D O Z C n li N m z O< zm 3 N y F C0 G 3a � O z c� j[I��JL i v o i D O I >= 0 O< 3 z C0 G �� z transpo 11 3011 A ENUE NE, SUI E600 EL 42.. 21-366 IR _LAND,WAS_IN3 _ON9034 FA._42__2--.434 M O W N O O 1! 1 1 1 1 PRCrc O+,TE I _ SOLAR PANEL MOUNTED TO TOP OF POLE PER MANUFACTURER'S RECOMMENDATION. ANGLE SOLAR PANEL SOUTH PER MANUFACTURER'S RECOMMENDATION. CARMANAH #SC315 POLE -MOUNT CONTROLLER CABINET, WITH 'BEST' BLUE CORE PADLOCK. MOUNT CONTROLLER CABINET TO BACK SIDE OF POLE, I.E., 180 DEGREES FROM FACE OF CURB. CONTROLLER CABINET TO HOUSE CARMANAH RRFB SYSTEM AND POLARA PUSH BUTTON CONTROLLER (XAVCU2). W11-2 (BOTH SIDES OF POLE) 36 IN. X 36 IN. PEDESTRIAN CROSSING SIGN RRFB LIGHT BAR (BOTH SIDES OF POLE) CARMANAH #SB435HP W16-7P(L) AND W16-7P(R), 24 IN. X 12 IN. SUPPLEMENTAL ARROW PLAQUES POLAR?, MODEL X PUSH BUTTON (XAV2E-LED) SIGN, R10-25. THE PUSH BUTTON ARROW AND HAND ON R10-25 SHALL POINT IN THE DIRECTION OF THE CROSSWALK. ALUMINUM POLE, 16 FT, 4.5 IN., SCH 80 GALVANIZED STEEL. PELCO SQUARE ALUMINUM BASE (POLE 2 ONLY) ASSEMBLY WITH ALUMINUM DOOR SQUARE, CAST IN PLACE FOUNDATION IN ACCORDANCE WITH WSDOT STANDARD PLAN J-21.10-04. ANCHOR BOLT TEMPLATE AND ANCHOR BOLTS IN ACCORDANCE WITH BASE MANUFACTURER'S SPECIFICATIONS. RRFB POLE ASSEMBLY DETAIL N.T.S. it CSrP J�?E LANDSCAPING PELCO SQUARE ALUMINUM BASE SQUARE, FIXED BASE ° FOUNDATION PER WSDOT d STANDARD PLAN J-21.10-04 O O d O O ° .. 4 ° Q LANDSCAPING PELCO SQUARE ALUMINUM BASE MEDIAN SQUARE, FIXED BASE FOUNDATION PER WSDOT STANDARD PLAN J-21.10-04 FOUNDATION EDGE FLUSH WITH TOP OF CURB AND CURB FACE SIDEWALK BACK OF CURB FOUNDATION EDGE FLUSH WITH TOP OF CURB AND CURB FACE BACK OF CURB SIDEWALK CURB INSTALLED FOUNDATION DETAIL N.T.S. IN COMPLIANCE WITH CITY OF RENTON STANDARDS BY:�.� Date: Y' & i R 3 7 4 912 BY. Date S � PERMITMIT SUBMITTAL BY: Date: 08-13-14 BY: Date: rA ♦ SJETFLe 11 TFC ro R,FB IETAllL � il. �7L'. 08-13-14 p! R. rai S I �P o v c � �— C /�/ din L INN °�1 r - q C N �y z" (_ R °z cam+ D O oz —Yi m a L7 -H a� ,1 W a O n 3 N �y z" °z cam+ D O 1 —Yi O a L7 -H a� ,1 W a O 3 z