Loading...
HomeMy WebLinkAboutT-423605co N 1 T 't rr 6 0 U (n D LC) I2 I") N O N r7 r? N E a� a 3 C 0) 0 i U I E L -L O Q) Z3 m U c O I O E c N I r7 O I N O N / a) v > Q) c 0 00 O I N N O N old 0 o_ 0 D' 0 M / O U .2 0 a_ DETAILS OF BLUE ORIGIN RENTON ROAD IMPROVEMENTS A PORTION OF SECTION 1/4, OF THE NW 1/4 OF SEC. 19 TOWNSHIP 23 N., RANGE 5 E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON n Envelope ID; 9Q98QDA"385-4664-AE66-57BFF1561D7F WcuSign Envelope ID: 9D9B4bA5-0385-46B4-AE66-57BFF156ID7F POLE CAP- SEE NOTE 5 W11-2 PEDESTRIAN SIGN SHOWN. FOR SCHOOL CROSSWALKS USE 51.1 SCHOOL SIGN. SEE NOTE 4 RECTANGULAR RAPID F. FLASHING BEACON LIGHT BAR WITH PEDESTRIAN CON FFWTION LWT(S), SEE NOTE 1 W16.7p (LEFT OR RIGHT) JXMNWARD DIAGD'NAL ARROW PLAQUE, SEE NOTE 4 - POLE MOUNTED CONTROLLER CABINET, SEE NOTE 1 W11-50102'0Z)CROSS TRAFFIC MAY NOT STOP USE CA XOk WHEN CROSSING SIGN, SEE NOTE 4. MATCH PUSH BUTTON ORIENTATION PEDESTRIAN PUS14 BUTTON AND SIGN , ASSEMBLY, SEE NOTE 2 _ � SQUARE USE ASSEMBLY, SEE NOTE SEE NOTE 3 ELEVATION VIEW NOTES: 1. RECTAHGIILAR RAPID FLASH BEACON (RRF3) baff BARS, CABINETS, AND CONTROLLER EQUIPMENT SHALL BE MODEL.SC315�G, BY CARMANAH OR APPROVED EQUAL. SEE MANUFACTURERS INSTALLATION GUIDE FOR INSTALLATION DETAILS. 2, PEDESTR AN PUSH BUTTON LOCATION AND ORIENTATION WALL FOLLOWADA GUDELINES, BULLDOG PEDESTRIAN PUSHBUTTON AND SIGN ASSEMBLY SHALL BE BY POLARA OR APPROVED EQUAL. PUSH BUTTONS SHALL BE BDSPAI4-Y, YELLOW CIRCULAR BODY. PUSH BUTTON FRAME SHALL BE PBF2C YELLOW HOUS4NG WITH R10-25 (9' x 12') SIGN. SEE MANUFACTURERS INSTALLATION GUIDE FOR INSTALLATION DETAJLS. 3. SEE STD PLANS 141Z 141.3, 6 141.5 FOR FOUNDATION DETAILS. FOUNDATIONS SML BE POURED AGAINST UNDISTUMED EARTH, SONOTUSES ARE PROHIBITED. ANCHOR B%T'S WAURE BY PELCO OR APPROVEI) EQUAL. ANCHOR BOLTS SHALL BE AP-10Vo-C, V, ANCHOR BOLT CAGE WITH HARDWARE, Y4'-10 x 18' BOLTS, 36' RFRkR-13' BOLT CIRCLE. AND GALVANIZED, 4. BACKGROUNDS FOR PEDESTRIAN RELATED WARNING SIGNS SW LL BE FLUORESCENT YELLDW-GREEN- SIGN SIZES SHALL BE PER THE MM4UAL ON UNIFORM TRAFFIC ODNiROL DEVICES (MUTCD}. 3. SEE EM PLAN 141A FOR BASE ASSEMBLY DETNLS, BASE ASSEMBLY, POLE, AND POLE; CAP SHALL BE BY PELCO OR APPROVED EQUAL POLE BASE SHALLSE PB-5334. 13-31-V x I"4' x 15' ALUMINUM SQUARE BASE AS5EMSLY, WMi ALUMINUM DOOR NO LOGO, 1 HEX BOLT, GROUNDING LUG,1Z' MINIMUM TO 14.5' kwlMUM BOLT CIRCLE AND PROCESS NO COLOR POLE SHALL BE PD-5102, 4' 6 NPT 5CHEDULE80, SPUN ALUMINUM. 14' LENGTH. AND PROCESS NO COLOR POLE CAP SWILL BE PB 544i ACORN TYPE, ALUMINUM. A-1 rt O. D. Ww" STAINLESS STEEL FASTENERS- U. AC POWERED RRFBS SHALL BE EQUIPPED POLE CAPS. SOLAR POWERED RRF85 SHALL OMIT POLE CAPS AND SHALL BE EQUIPPED WITH POSTTOP SOLAR PANEL SOLAR PANELS SHALL BE SIZED FOR LOCATION AND ORIENTED SOUTH. FOUNDATIONS FOR SOLAR POWERED RRFSS SHALL BE SIZED TO SUPPORT SOLAR PANEL 7, ALL POLES, INCLUDING POLES LOCATED IN THE MEDIAN, SHALL HE EQUIPPED WITH W11.2 (S1-1), Wl&7p WARNING SIGNS, AND LIGHT BARS ON BOTH SIDES OF THE FOLD DOUBLE SIDED. HOWEVER, ON ROADS WITH POLES LOCATED IN THE MEDIAN, POLES OUTSIDE OF THE MEDIAN ISLAND MAY BE EOUEPPFD WITH W11.2 (51.1 Wi$7p WARNING SIGNS. AND LIGHT BARS ON ONE SERE, SINGLE SIDED. RECTANGULAR RAPID FLASHING STD. PLAN- 141.1 PUBLIC WORKS BEACON (RRFB ) DETAILS APPROVED: * �{ DEPARTMENT -«�--rc 7/27/2022 1 Martin PastNcha _ DATE ELECTRICAL CONDUIT CENTER ANC ASMMBLYIh (NOT SHOWN SECTION # ,DT TO SCALE LOCKING COLLAR SEE PEDESTAL MOUNTING DETAJL ON STA PLAN 141.4 -_ ANCHOR BOLT 3t4" (IN} CHAEHFER UNPAVED SURFACE . +.r S. �1 i ..► ANCHOR ROD ASSEMBLY - SEE ANCHOR ROD TEMPLATE DETAIL ON 141Z FOR DRUE DIAM ANCHOR ROD TEMPLATE- (2) REQ'D PER ASSEMBLY Ill ANCHOR ROD PERNgULL nfTAD- (41 E SEMBLY 39' N) DIAM STEEL HEAVY HEX NOS- -ACORN TYPE ALUMINUM POLE CAP NOTES: TOP OF POLE 1. NUTS SHALL BE TIGHTENED TO 50 FT-LBS MARE TDRQUL 2. SUPPLEMENTAL GROUNDING CONDUCTOR SHALL BE NOW14SULATED #4AWG STRANDED COPPER AND SHALL BE CLAMPED TO VERTICAL REBAR WTFH A CONNECTOR SUITABLE FOR USE IN CONCRETE: PROVIDE T41' MIN SLACK ATTACH TO POLE GROUNDING STUD WITH A FULL CIRCLE CRIMP -ON CONNECTOR ICRIMPED WITH A MANUFACTURER RECOMMENDED CRIMPER). 9- .)UNCTION IDOK SERVING THE STANDARD SHALL PREFERABLY OF LOCATED T-17 (194Y MAX) FROM THE STANDARD, AND INSTALLED PER STANDARD DETAIL 120. 4, CONCRETE SWILL BE CUSS 4WW. 5. ANCHOR RODS: CONFORM TO ASTM F1554 GRADE 55. 6. NUTS: CONFORM TO ASTM &M GRADE DH. 7, SQUARE PLATE WASHERS: CONFORM TO ASTM A572 GRADE 50. 8. ANCHOR BOLTS. NUTS. AND WASHERS SHALL BE HOT DIPPED GALVANIZED PER AMIM F232E1. '+ 9. BOLT (NRCLFAIOLDE WER CO FLAT CIRCULAR WASHNFORM TO ASTM � A36 AND GALVANIZED PER ASTM M A123. % REBAR: CONFORM TO ASTM AM GiRADE 01 11. SEE FOUNDATION ARRANGEMENT DETAIL ON 141.5 FOR ADDITIONAL INFORMATION. 12- BOLT CIRCLE NOT SHOWN TO SCAlE- 13- DO NDT USE THIS DETAIL FOR 87U WHERE SOIL CONSISTS OF SOFT CLAY. PEAT OR ANY OTHER SOIL WHERE A SMALL DIAMETER REBAR (N5 OR SMALLER) OR METAL PROBE PENETRATES EASILY TO 6' OR 4' PIPE = MORE OF DEPTH WHEN THE FULL WRGHT OF A PERSON IS APPLIED. PROVIDE A CUSTOM FOUNDATION SEALED BY WASHINGTON STATE UCENSED CIVIL OR STRUCTURAL ENGINEER. 14. MAX COMBWED WIND AREA OF SIGNS, SOLAR PANEL. AND EEACONS SHALL NOT EXCEED 16 SQUARE FEET PER POLE. (1 j 14 (3) REQ'D �- PAVED SURFACE (4) RECM PER ANCHOR ROD j I _ TYP x�' 'l FLAT WASHERS- RUILINU (4) REQU PER ANCHOR ROD E NOTE 9 ELEVATION ROUND CONCRETE FOUNDATION DETNL PUBLIC WORKS } DEPARTMENT (SEE 141 Z FOR SQUARE FOUNDATION OPi1ON) RECTANGULAR RAPID FLASHING BEACON (RRFB) DETAILS REVISION STD. PLAN- 141.2 AP-PUOVED: /27/2022 I Marlin Paswcha DATE 5:44 J J W 0 J z Df LL 6" (IN) DIAMETER HOLLOW IN �� • OF GROUT zCENTER m 4 • o00 a o O#4 • 0 21/2' CLR. 2--0-- SQUARE Le - PLAN VIEW y" FOUNDATION DETAILS 1" (IN) DIAMETER �~~� HOLE (TYP.) TYPE PS OR TYPE 1 SIGNAL POLE rn 9" (IN) DIAMETER 1/8 BOLT CIRCLE 3/16 ©#4 (TYP.) 05 #4 REINFORCING STEEL QUANTITIES LIST MARK 5 QTY. 3 2 3 7 3/4" (IN) STEEL PLATE WITH HOLE = POLE BASE + 1/6" (IN) BASE PLATE DETAIL 1" (IN) DIAMETER 1/4" (IN) STEEL PLATE HOLE (TYP.) 1 1/2"' 1 1/2" 9" (IN) DIAMETER -- BOLT CIRCLE ANCHOR BOLT TEMPLATE SEE STD. SPEC. 9.07.1(2) FOR BENDING DIAMETER 135° I I HOOK (TYP.) 135' HOOK #4 O (TYP.) #4 2'-7" 3'_2" 05 #4 © #4 DIMENSIONS ARE OUT TO OUT SURVEYED: BCE DESIGNED: LAB/DVB/TDR DRAWN: LAB/DVB/TDR CHECKED: TDR/GRL BY DATE APPR APPROVED: EMS SCALE: 1 "=20' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY CONNECTION - RJPERGROUNDING SEE STANDARD PLAN J-20.20 EQUIPMENT GROUNDING CONDUCTOR SUPPLEMENTAL GROUNDING BASE PLATE ASSEMBLY - CONDUCTOR (SEE NOTE 5) 3/4" (IN) DIAMETER STEEL HEAVY HEX NUT, 3/4" (IN) STEEL BASE PLATE - SEE DETAIL ! WITH FLAT WASHER, TWO EACH REQ'D y ANCHOR BOLT - MINIMUM OF GROUT PAD - INSTALL AFTER TWO THREADS ABOVE TOP OF NUT PLUMBING STANDARD OR 5/8" (IN) MAXIMUM (TYP.) i 3/8" (IN) I.D. DRAIN TUBE LEVELING NUT (TYP.) G IN GROUT PAD Q # 4 2" (IN) LONG PVC STUBOUT 3/4" (IN) CHAMFER (TYP.) 1 r FINISHED GRADE 1" TO 2" TOP OF FOUNDATION - FLUSH WITH SIDEWALK ACCESSIBLE PEDESTRIAN SIGNAL (APS) ASSEMBLY TYPE PS OR TYPE 1 SIGNAL POLE (TYPE 1 SHOWN) HAND HOLE tO ®#4 PREMOLDED M JOINT FILLER U (V I D TOP OF SIDEWALK 6" (IN) DIAM. HOLLOW IN CENTER OF li; 2 1/2" CLR. GROUT PAD ti-I- _ PREMOLDED ���-r--���1------ JOINT FILLER SUPPLEMENTAL GROUNDING f III CONDUCTOR CLAMP #4 (SEE NOTE 5) I III ©#4 I!I �I III ANCHOR BOLT o i ELECTRICAL CONDUIT - SEE CONTRACT FOR DIAMETER SECTION O M KEY NOTE OINSTALLCONDUIT COUPLING - TOP OF FOUNDATION. (DO NOT GLUE PVC TU OUT) TOP OF CURB J-` - r TOP OF M DI ELECTRICAL CONDUIT - SEE CONTRACT FOR DIAMETER ANCHOR BOLT TEMPLATE ASSEMBLY ANCHOR BOLT TEMPLATE - TWO REQUIRED 3/4" (IN) • 36" (IN) FULL THREAD ANCHOR BOLT - FOUR REQUIRED 3/4" (IN) DIAM. STEEL HEAVY HEX NUTS - FOUR REQUIRED PER ANCHOR BOLT FLAT WASHERS - FOUR REQUIRED PER ANCHOR BOLT _ FOUNDATION at D � ID qi I 33 #4 o D ;0 -L_.. .. Io -.- 2 1/2" CLR. (TyP.) N U 2'-0" PERSPECTIVE VIEW SQUARE ELEVATION FOUNDATION DETAIL TYPE 1 SIGNAL STANDARD DETAILS 10 N Q!, O oo LO } > Q Q� Oro O p LLE Z o o 0 .� t0, 0LLO Q� > O0 � �N Lu 0 N } O m � O O co U O U O ES O 'j O - N C9% 0 O N Q � � cn O GD O N � O O T-423605 IN COMPLIANCE WITH CITY OF RENTON STANDARDS VLIN7° OR WAsy� rl�J �® y 48821 �F FBI STERN sslONAL ECG Jacksm FIin1 �v Ju12926192s:I'M ACCESSIBLE PEDESTRIAN PUSHBUTTON WITH CURB BASE STANDARD PLAN J-20.11-03 SHEET 2 OF 2 SHEETS APPROVED FOR PUBLICATION Roark, Slew Jul 31 2019 12:14 PM STATE DESIGN ENGINEER Washington State Department of Transportation DEVELOPMENT ENGINEERING -F TRANSPORTATION OPERATION Scott Warlick 4/7/2023 cbarnes 04/20/2023 RRFB1 ILLUMINATION, & PAVEMENT MARKING PLAN DA03/31/202 VERTICAL: NAVD 1988 • CITY OF HORIZONTAL: NAD 1983/1991 1;%R] RENTON BLUE ORIGIN RENTON PAGE:OOK:=== PAGE: • ROAD IMPROVEMENTS DRAWING NO: DATUM Planning/Building/Public works Dept. INTERSECTION OF MAPLE AVENUE SM AND 22334 S.W. 16TH STREET, RENTON, WA, 98057 TS-05 SHEET: 5 OF: 5 O� T O O O N Q J N 0- O 00 0 I N N N O �Z W 0