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HomeMy WebLinkAboutAB-4043CONTRACT NO. CAG-19-001 AWARD DATE: RENTON AVENUE SOUTH RESURFACING (S 130TH STREET TO TAY OR AVENUE NW) GENERAL BID INFORMATION: BUILDERS EXCHANGE OF WASHINGTON, INC. CITY CONTACT: MICHELLE FALTAOUS CONSULTANT CONTACT: TANI STAFFORD, PE (425) 258-1303 (425) 430-7301 (206) 284-0860 FEDERAL AID NO. STP(UL)=1201(023) VOLUME 2 OF 2 VICINITY MAP NOT TO SCALE SUBMITTED BY: $ 1, 585, 247.60 March 1 1 , 2019 R. W. Scott Construction, Co. 4005 West Vally Hwy #A Auburn. WA 98101 RECORD DRAWING Based upon best available information obtained during construction. Date: OCTOBER 2020 By: J PW Checked By: TLS =M71--70 Gray 48z (Dsb40xVxx4e'-q 1xic-'. CONSULTING ENGINEERS CITY OF Public Works Department Transportation Systems Division Y N w Z 0 00 L0 o_ 0 N 0 N 00 N 0 0 z w U w J U v L 0 U N I 4- a� c 0 a� 0 a c 0 48 0 0 0 c U 0 L 0 W q) L_ 4- 0 0 W a) D 0 c 0 41 a� L u7 i z 0 F_ z w Of ABBREVIATIONS LINETYPES WATER SYMBOLS SANITARY/STORM SEWER SYMBOLS SURFACE FEATURES/LANDSCAPING AVE AVENUE AC ASBESTOS CEMENT PIPE EXISTING PROPOSED DESCRIPTION EXISTING PROPOSED DESCRIPTION EXISTING PROPOSED DESCRIPTION EXISTING PROPOSED DESCRIPTION ADJ ADJUST ALT ALTERNATE SURFACE FEATURES ® WATER METER STORM DRAIN MANHOLE/TYPE 2 ALUM ALUMINUM CATCH BASIN Bus I ffBus I BUS STOP ANSI AMERICAN NATIONAL STANDARDS INSTITUTE WELL AP ANGLE POINT — ASPHALT CURB STORM DRAIN CATCH BASIN, CONCRETE MAIL BOX (NOTED) ASPH ASPHALT ❑w WATER VAULT (SIZE VARIES) ❑ INLET, OR YARD/AREA DRAIN (ACTUAL ASTM AMERICAN SOCIETY OF TESTING AND MATERIALS CURB & GUTTER DIMENSION SHOWN FOR PROPOSED) SIGN ASSY ASSEMBLY W WATER MANHOLE BF BLIND FLANGE ASPHALT PAVEMENT Qs SANITARY SEWER MANHOLE TREE STUMP BLDG BUILDING I � } FIRE HYDRANT (3—NOZZLE) BLK BLOCK GRAVEL SURFACING CLEAN OUT (SAN. SEWER OR STORM) RIP RAP BO BLOW OFF N GATE VALVE BOP BEGINNING OF PROJECT a CONCRETE SURFACING C�c= ROCK WALL BVCE BEGIN VERTICAL CURVE ELEVATION BVCS BEGIN VERTICAL CURVE STATION CEMENT CONC. SIDEWALK GAS/POWER/TELEPHONE SYMBOLS CHANNELIZATION SYMBOLS ® ® MODULAR BLOCK WALL CTR CENTER CAP CORRUGATED ALUMINUM PIPE SIDEWALK BY OTHERS SEGMENTAL BLOCK WALL CB CATCH BASIN _ _ — EXISTING PROPOSED DESCRIPTION EXISTING PROPOSED DESCRIPTION CI q CAST IRON CENTER LINE n n n n GUARD RAIL GAS METER LANE CONTROL ARROWS SHRUB CLR CLEARANCE CMP CORRUGATED METAL PIPE X X FENCE/RAILING (TYPE AS NOTED) GAS VALVE CO CLEANOUT TREE (CONIFER) CONC C CONCRETE CONDUIT X X FENCE WITH GATE PAD MOUNT TRANSFORMER TWO—WAY LEFT TURN CONN CONNECTION SHRUB/TREE/VEGETATION LINE POWER VAULT (SIZE VARIES) TREE (DECIDUOUS) CONT CONTINUOUS LEFT TURN ARROW COR CITY OF RENTON EDGE OF LANDSCAPING -0-UTILITY POLE CPEP CORRUGATED POLYETHYLENE PIPE CPLG CY COUPLING CUBIC YARD * * SILT FENCE UTILITY POLE ANCHOR RIGHT TURN ARROW SHEET INDEX CONT CONTINUED CL CLASS ® UTILITY PEDESTAL SHEET NO. DESCRIPTION SHEET NO. DESCRIPTION SHEET NO. DESCRIPTION CF CFS CUBIC FEET CUBIC FEET PER SECOND SURVEY 0 TELEPHONE VAULT (SIZE VARIES) COVER -- 24/RD-10 ROADWAY DETAILS 64/TC-1 TRAFFIC CONTROL PLAN DC DEGREE OF CURVATURE 1/G-1 LEGEND —ABBREVIATIONS, LINE TYPES 25/RD-11 ROADWAY DETAILS 65/TC-2 TRAFFIC CONTROL PLAN DI DUCTILE IRON --------- RIGHT—OF—WAY LINE AND SYMBOLS DIA DIAMETER - - - - - - PROPOSED R—O—W (BY OTHERS) SURVEY SYMBOLS 2/G-2 SURVEY CONTROL 26/RD-12 ROADWAY DETAILS 66/TC-3 TRAFFIC CONTROL PLAN DOT DIM DEPARTMENT OF TRANSPORTATION DIMENSION 3/G-3 CONTROL LIST & ALIGNMENT TABLE 27/RP-1 RAMP DETAILS 67/TC-4 TRAFFIC CONTROL PLAN DWGS DRAWINGS) — — — — — CENTERLINE OF CONSTRUCTION/ EXISTING PROPOSED DESCRIPTION 4/TE-1 SITE PREPARATION—TESC PLAN 28RP-2 / RAMP DETAILS 68 /TC-5 TRAFFIC CONTROL PLAN D E DRAIN EAST CENTERLINE OF RIGHT—OF—WAY 0 CONTROL POINT 5/TE-2 SITE PREPARATION—TESC PLAN 29/RP-3 RAMP DETAILS 69/TC-6 TRAFFIC CONTROL PLAN EA EL CH ELEVATION — — — — PROPERTY LINE MONUMENT (IN CASE) 6/TE-3 SITE PREPARATION—TESC PLAN 30/RP-4 RAMP DETAILS 70/TC-7 TRAFFIC CONTROL PLAN ELEC ELECTRICAL ® MONUMENT (SURFACE) 7/TE-4 SITE PREPARATION—TESC PLAN 31 /RD-5 RAMP DETAILS EOA EDGE OF ASPHALT — PERMANENT EASEMENT LINE 32/RP-6 RAMP DETAILS EOP END OF PROJECT 8/TE-5 SITE PREPARATION—TESC PLAN EVCE END VERTICAL CURVE ELEVATION TCE TCE TEMPORARY CONSTRUCTION EASEMENT BENCH MARK 9/TE-6 TESC DETAILS 33/CH-1 CHANNELIZATION PLAN EVCS END VERTICAL CURVE STATION EXIST EXISTING — — — — — —10- CONTOUR LINE o BOUNDARY/PROPERTY CORNER 10/WP-1 WATER PLAN 34CH-2 / CHANNELIZATION PLAN FIG FIN FIGURE FINISHED o IRON PIPE 1 1/WD-1 WATER DETAILS 35/CH-3 CHANNELIZATION PLAN FL FLANGE _ _ _ _ _ _ _ _ _ _ _ _ SAWCUT LINE (APPROXIMATE LOCATION) 12/WD-2 WATER DETAILS 36/CH-4 CHANNELIZATION PLAN FT FEET SOIL BORING/TEST PIT GA GAUGE UTILITIES 13/WD-3 WATER DETAILS 37/CH-5 CHANNELIZATION PLAN GALV GI GALVANIZED GALVANIZED IRON OH — OVERHEAD UTILITIES SIGNAL SYMBOLS 14/WD-4 WATER DETAILS 38/CH-6 CHANNELIZATION DETAILS GV GATE VALVE 15/RD-1 PAVING PLAN 39/CH-7 CHANNELIZATION DETAILS HDPE HIGH DENSITY POLYETHYLENE PIPE TS TS BURIED TRAFFIC SIGNAL CABLE ID INSIDE DIAMETER EXISTING PROPOSED DESCRIPTION 15/RD-1A PAVING PLAN 40 CH-8 CHANNELIZATION DETAILS IE INV INVERT ELEVATION INVERT E BURIED ELECTRICAL p SIGNAL POLE 16/RD-2 PAVING PLAN 41 /CH-9 CHANNELIZATION DETAILS IN INCH T BURIED TELEPHONE/COMMUNICATIONS 17/RD-3 PAVING PLAN 42/CH-10 CHANNELIZATION DETAILS L LENGTH PEDESTRIAN CROSSING BEACON LB POUND COM BURIED COMMUNICATIONS 18/RD-4 PAVING PLAN 43/CH-11 CHANNELIZATION DETAILS LF LINEAR FEET SIGNAL LOOP 19 RD-5 PAVING PLAN O / 47/SIG-3 SIGNAL MODIFICATION DETAILS MAX MFR MAXIMUM MANUFACTURER T/ BURIED CABLE TELEVISION ® SIGNAL CABINET 20/RD-6 TYPICAL STREET CROSS SECTION 48/SIG-4 SIGNAL MODIFICATION DETAILS MH MANHOLE FO BURIED FIBER—OPTIC LINE AND DETAILS 49/SIG-5 SIGNAL MODIFICAITON DETAILS MIN MINIMUM ® SIGNAL JUNCTION BOX 21/RD-7 DRIVEWAY PROFILES MJ MECHANICAL JOINT JOINT TRENCH 22/RD-8 ROADWAY DETAILS 50/SIG-6 SIGNAL MODIFICATION DETAILS N ISC MISCELLANEOUS NORTH G GAS MAIN (SIZE AS NOTED) 22A/RD-8A ROADWAY DETAILS 51 /SIG-7 SIGNAL MODIFICATION DETAILS NO NUMBER 52/SIG-8 SIGNAL MODIFICATION DETAILS NTS NOT TO SCALE W W WATER MAIN (SIZE AS NOTED) 22B/RD-8B ROADWAY DETAILS OC OD ON CENTER OUTSIDE DIAMETER GENERAL NOTES: 23/RD-9 ROADWAY DETAILS 53/SIG-9 SIGNAL MODIFICATION DETAILS OPL OLYMPIC PIPE LINE 54/SIG-10 SIGNAL MODIFICATION DETAILS PI POINT OF INTERSECTION 1. ALL MATERIALS AND WORKMANSHIP SHALL BE FURNISHED AND SUPPLIED IN ACCORDANCE WITH THE 2018 55/SIG-11 SIGNAL MODIFICATION DETAILS PP POWER POLE WASHINGTON STATE DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND PVI POINT OF VERTICAL INTERSECTION MUNICIPAL CONSTRUCTION AND CITY OF RENTON PUBLIC WORKS STANDARDS, AND THESE CONTRACT DOCUMENTS 56/SIG-12 SIGNAL MODIFICATION DETAILS PE PLAIN END S S S SANITARY SEWER MAIN (SIZE AS NOTED) UNLESS OTHERWISE SPECIFICALLY NOTED. 57/SIG-13 SIGNAL MODIFICATION DETAILS PERF PVC PERFORATED POLYVINYL CHLORIDE FM SANITARY SEWER FORCE MAIN AS NOTED) 2• THE CONTRACTOR SHALL BE RESPONSIBLE TO CONTACT AND COORDINATE WITH ALL UTILITY COMPANIES IN 58/SIG-14 SIGNAL MODIFICATION DETAILS PVMT PAVEMENT (SIZE ORDER TO ASSURE THAT ALL LINES, PIPES, POLES AND OTHER APPURTENANCES ARE PROPERLY LOCATED, PVT POINT OF VERTICAL TANGENT D D D STORM DRAIN (SIZE AS NOTED) SECURED, AND/OR PROTECTED. BURIED UTILITIES (WHERE KNOWN) ARE SHOWN IN THEIR APPROXIMATE 59/SIG-15 SIGNAL MODIFICATION DETAILS PC POINT OF CURVATURE LOCATION. THE CONTRACTOR SHALL HAVE UTILITIES VERIFIED ON THE GROUND PRIOR TO ANY CONSTRUCTION. 60/SIG-16 SIGNAL MODIFICATION DETAILS PT POINT OF TANGENCY UNDERDRAIN (SIZE AS NOTED) NOTIFY THE UNDERGROUND UTILITIES LOCATE CENTER: CALL #811. QTY QUANTITY 61/SIG-17 SIGNAL MODIFICATION DETAILS RET RETAINING CULVERT (SIZE & TYPE AS NOTED) 3. THE CONTRACTOR SHALL BE RESPONSIBLE TO CONTACT AND COORDINATE WITH OLYMPIC PIPE LINE (OPL) RR RAILROAD DAMAGE PREVENTION SPECIALIST, SPENCER ROGERSON (206) 510-9303. REFERENCE PROJECT # TPR 10575. 62/SIG-18 SIGNAL MODIFICATION DETAILS R RADIUS DITCH CENTERLINE/THALWEG AN ORIENTATION MEETING IS REQUIRED PRIOR TO EXCAVATING WITHIN 100 FEET OF OPL FACILITIES AND OPL 63/SIG-19 SIGNAL MODIFICATION DETAILS RED REDUCER DAMAGE PREVENTION SPECIALIST IS REQUIRED TO BE ONSITE WHEN EXCAVATING WITHIN 25 FEET OF OPL REINF REINFORCE FACILITIES. REQD R/W REQUIRED RIGHT—OF—WAY ORDER OF WORK 4. THE CONTRACTOR SHALL HAVE A COPY OF THESE PLANS, ANY ADDENDA, CHANGE ORDERS AND THE CONTRACT R—O—W RIGHT—OF—WAY SPECIFICATIONS ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. SL SLOPE 1. ATTEND PRECONSTRUCTION MEETING 5. THE CONTRACTOR SHALL PROMPTLY NOTIFY THE ENGINEER IN THE EVENT OR DISCOVERY OF UNSUITABLE SOILS S SOUTH OR HIGH GROUND WATER CONDITIONS OR DISCREPANCIES FROM THE PLANS. SCH SCHEDULE 2. PROVIDE PUBLIC NOTICE TO ABUTTING PROPERTY OWNERS, SCHOOL DISTRICT, KING COUNTY SF SQUARE FEET METRO. 6. WHEREVER PLANS REFER TO "SAWCUT" OF ASPHALT CONCRETE PAVEMENT OR OIL MAT, OR CONCRETE SHT SHEET SURFACE, THE CONTRACTOR SHALL PERFORM A "NEAT LINE CUT" PER SPECIFICATIONS. SPECS SQ SPECIFICATIONS SQUARE 3. PROVIDE SUBMITTALS. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TRAFFIC CONTROL IN ACCORDANCE WITH MUTCD. PRIOR STA STATION 4. CALL FOR LOCATES. TO DISRUPTION OF ANY TRAFFIC, TRAFFIC CONTROL PLANS SHALL BE PREPARED AND SUBMITTED TO THE TOWN STD STANDARD FOR APPROVAL. NO WORK SHALL COMMENCE UNTIL ALL APPROVED TRAFFIC CONTROL IS IN PLACE. TB THRUST BLOCK 5. TAKE PRECONSTRUCTION PHOTOS. 8. PROTECTION OF THE ENVIRONMENT: NO CONSTRUCTION RELATED ACTIVITY SHALL CONTRIBUTE TO THE TC TOP OF CURB DEGRADATION OF THE ENVIRONMENT, ALLOW MATERIAL TO ENTER SURFACE OR GROUND WATERS, OR ALLOW TEL TELEPHONE 6. INSTALL TEMPORARY EROSION CONTROL. PARTICULATE EMISSIONS TO THE ATMOSPHERE, WHICH EXCEED STATE OR FEDERAL STANDARDS. ANY ACTIONS TESC TEMPORARY EROSION AND SEDIMENT CONTROL THAT POTENTIALLY ALLOW A DISCHARGE TO STATE WATERS MUST HAVE PRIOR APPROVAL OF THE WASHINGTON THRD THREADED 7. INSTALL UNDERGROUND UTILITIES (STORM, WATER, ELECTRICAL CONDUIT) AND FOUNDATIONS. STATE DEPARTMENT OF ECOLOGY. THRU THROUGH TYP TYPICAL 8. CONSTRUCT CURB RAMPS AND CEMENT CONCRETE FLATWORK. 9. SLOPES SHALL COMPLY WITH SECTIONS R303.2.1 OR R303.2.2 OR R303.2.3 OF THE REVISED DRAFT VERT VERTICAL GUIDELINES FOR ACCESSIBLE PUBLIC RIGHT—OF—WAY OF NOVEMBER 23, 2005 (PROWAG). 0 1 " 2" W WEST 9. HMA WORK SHALL BE COMPLETED WITHIN 2 DAYS OF HMA PLANING. 10. ALL WORK MUST STAY WITHIN THE RIGHT—OF—WAY AND CONSTRUCTION LIMITS SHALL NOT EXCEED BEYOND THE WSDOT W/ WASHINGTON STATE DEPARTMENT OF TRANSPORTATION WITH RIGHT—OF—WAY. NO DISTURBANCE OUTSIDE OF THE RIGHT—OF—WAY EXCEPT FOR DRIVEWAY SMOOTHING/PAVING TWO INCHES AT FULL SCALE. W/0 WITHOUT 10. COMPLETE REMAINDER OF THE WORK. ACTIVITIES. IF NOT, SCALE ACCORDINGLY • U V w w O z z w z F_ J D U) z O 0 m o F_ N 0 z Y U wCif z: o w 0 a U 1 Q 0 a a w p 0 Z E 0 •° o u N N Of Ru m a z p 7 > c O p y7 a)� a N p w N m Of U 0.M w y 0 z z_ U z LL w Z = = � Z J 0 N w to w z0 Z 2 H_ > N LL U) W z O Z Q W pa ~ Z) o w w H V o Q 0 z_ Z w Y O z w w SHEET: 1 /G-1 OF: 70 JOB NO.: 17534 DWG: LEGEND Y U) w Q z g 0 Q 00 0 O N O N 00 N O 3 v J O ry Z O U w ry D L O U N 41 N c 0 0- a� a c O O O O O c U O L U) L 4- 0 O U) N Z3 c O O c O c N L L i z O z w ry / 100 / o0 OOx 5x��__-------------------------- �H �1 l L / 11 +00 / /10 i 8+x00 3 .,............-.............................��...............................................■■■■■.....C■■■■t-. --�...u1■ee- �7 • .�I RENTON AVE S STA 10+00.00 = S 130TH ST STA 104+00.00 x / rco r \� 0 104 * 2—__RENTON AVE S �8 o_ i�� 29+00 =_ 30+00 3 j to k Q 0 106CT / AST 20+ / / L-----�-�-= ---- 0 \ 210 22+00 23= RENTON AVE S STA 19+60.92 = \ S 132ND ST STA 201 +85.24 A O 90TH AVE S 0 m uu cn O O M N cn J U Q 2 0 40' 80' 160' SCALE: 1 "=80' 0 1" 2" TWO INCHES AT FULL SCALE. IF NOT, SCALE ACCORDINGLY • U w w Oz o w z J D z O N � m N C9 w QLLI Z Y O Q W CL 0 U Q 0 Q w Q 0 Z o 0 o =2 c > NO N � V) ~ o N 7 F- V) O Nw�/ Li 13 aE =.a M O 4) m N r 0 m m a) V d U O Z 0 z_ U Z a O w z H w o z w = F_ o U LL / Z O '0 v / w >_ LLI IN=L U U CD > a Z_ Y z O F_ z w SHEET: 2/G-2 OF: 70 JOB NO.: 17534 DWG:SURVEY_CONTROL z Q 0 Q 00 0 0 N 0 N 00 N 0 J 0 ry z 0 u I w ry / U 0 U N I a� V) c 0 r / a� a cn aD O V) 0 CONTROL POINT TABLE HORIZONTAL DATUM: NAD83/91 WSPCS N. ZONE, GRID NORTH VERTICAL DATUM: NAVD88, HOLDING CITY OF RENTON PUBLISHED ELEV FOR #1333 (G+O #5) POINT NORTHING EASTING ELEV. DESCRIPTION SFM-FOUND SURFACE MONUMENT, WSDOT 1 178757.14 1300526.48 38.23 CONTROL "BRYN" 3" BRASS DISC W/ PUNCH IN SIDEWALK, W SIDE BURNETT AVE S "1993 BRYN" SSNT=SET LG MAG NAIL W/ "G&O CONTROL" TAG, 2 179667.76 1297621.38 67.59 N CORNER INTX TAYLOR AVE NW & RENTON AVE EXTENSION 0 CENTER OF EASTERN OF TWO ASPHALT PEDESTRIAN ISLANDS. SSNT, IN CENTER OF ASPHALT ISLAND ON W SIDE 3 180595.00 1294891.69 314.70 OF INTX OF S 130TH ST & RENTON AVE S. 5.3' SW OF SW BACK OF CURB. SFMC=FOUND MONUMENT IN CASE, 10' ESE OF CENTER OF INTX THOMAS AVE SW & SW 4 178824.05 1295667.59 231.95 LANGSTON RD. EASTERN OF 3 CASED MONS. TACK SET IN 4x4 CONC POST, DOWN 0.55'. CITY OF RENTON CONTROL #1853. SFMC, CENTER OF INTX 84TH AVE S & S 128TH 5 181190.67 1295717.12 387.35 ST. 3" BRASS DISC W/ PUNCH 0 CENTER, DOWN 1.0'. "19?7 1217 13118" CITY OF RENTON #1333. SFMC, CENTER OF INTX 76TH AVE S & S 128TH ST. 1 3/4" BRASS DISC W/ PUNCH "2007 6 181303.61 1293057.11 438.35 24288" DOWN 0.35' IN CASE. CITY OF RENTON #1850 (RENTON DESC OUT OF DATE) SSNT, 3.5' SSW OF NORTHERLY CURB FLOW LINE 100 180782.88 1294704.05 325.83 IN BUS LANE ALONG RENTON AVE S. S OF POWER POLE #12812. W OF S 130TH ST. SSN=SET MAG NAIL, 2.0' S OF S BACK OF CURB 101 180387.31 1295158.45 293.80 ALONG RENTON AVE S @ E SIDE DRWY TO OLD GARDEN LOT ® CATCH BASIN E OF S 130TH ST. 102 180146.38 1295391.59 272.10 SSN, 0.5' S OF S SIDEWALK EDGE. -12' E OF AFTER SIDEWALK ANGLES AWAY FROM CURB LINE. 103 179867.95 1295632.93 248.43 SSNT, IN TRAFFIC ISLAND SW SIDE OF INTX RENTON AVE S & S 132ND ST. SSN, 0.5' N OF S BACK OF SIDEWALK, RENTON 104 179427.01 1296157.57 205.37 AVE S. W SIDE OF DRWY CUT. - 60' E OF POWER POLE W/ LIGHT #1370898. SSN, ® BACK OF SIDEWALK S SIDE OF RENTON 105 179348.85 1296754.79 161.80 AVE S IN CONC SEAM. 8.5' W OF POWER POLE W/ LIGHT #13211. SSN, ® BACK OF SIDEWALK S SIDE OF RENTON 106 179429.96 1297294.95 109.40 AVE S IN CONC SEAM. S OF 13256 RENTON AVE S. 11.5' E OF TRAFFIC SIGN STOPLIGHT AHEAD. SFMC, CENTERLINE RENTON AVE EXTENSION & 107 179764.24 1297824.41 48.11 HAYES PL SW IN CENTER TURN LANE. 1 3/4" BRASS DISC W/ PUNCH. 108 179363.38 1297091.76 131.09 SSN, SSW BACK OF CURB ® INTX RENTON AVE S & SW VICTORIA ST. SFM, CENTER LINE SW VICTORIA ST -180' W OF 109 179271.35 1297800.48 91.94 90TH AVE S INTX. 2" BRASS DISC W/ LARGE "X" SSNT, 1' N OF S EDGE OF ASPHALT S 130TH ST. 110 180564.08 1294660.16 308.57 -8' WNW OF CATCH BASIN. N OF E SIDE 8025 S 130TH ST. SURVEY NOTES: 1. HORIZONTAL DATUM: NAD 83/91 PER CITY OF RENTON CONTROL NETWORK, HOLDING CONTROL POINT NO'S 1853 AND 1850. 1853 N=178824.0485 USFT E=1295667.5924 USFT 1850 N=181303.6105 USFT E=1293057.1055 USFT 2. VERTICAL DATUM: NAVD88 PER CITY OF RENTON CONTROL NETWORK, HOLDING BENCHMARK NO'S 1333 AND 1853 1333 - FOUND MONUMENT IN CASE, INTERSECTION 84TH AVE S. AND S. 128TH STREET, ELEV.=387.345 1850 - FOUND MONUMENT IN CASE, INTERSECTION OF 76TH AVE S AND S 128TH STREET, ELEV=438.354 3. ALL DISTANCES ARE GROUND. AS IS MOST CASES WITHIN THE CITY OF RENTON, THE COMBINED SCALE FACTOR WAS SO CLOSE TO 1.00000000 THAT NO SCALE FACTOR WAS APPLIED. 4. SURVEY PERFORMED USING LEICA GS16 GPS ON THE WSRN NETWORK AND LEICA TCRP 1201 + 1 SECOND TOTAL STATION, USING TRAVERSE AND RADIAL SURVEY METHODS. SURVEY MEETS OR EXCEEDS ACCURACY REQUIREMENTS CONTAINED IN WAC 332-130-090. 5. TOPOGRAPHIC SURVEY PERFORMED JUNE 2017 THROUGH APRIL 2018 AND REFLECTS THE GENERAL CONDITIONS ON THE GROUND AT THAT TIME. RENTON AVENUE SOUTH CONSTRUCTION CENTERLINE ALIGNMENT TABLE ANGLE POINT STATION NORTHING EASTING DISTANCE BEARING RADIUS LENGTH DELTA BOA 5+00.00' 180822.31 ' 1294577.00' 193.11' S61° 19' 39"E PC 6+93.1 1 ' 180729.65' 1294746.43' 2081.86' 693.40' 019*05'00" PT 13+86.51 ' 180302.70' 1295288.72' 873.26' S42° 14' 39"E PC 22+59.77' 179656.23' 1295875.81' 800.00' 621.87' 044*32' 18" PT 28+81.64' 179395.33' 1296423.14' 308.99' S86° 46' 57"E PC 31 +90.63' 179377.99' 1296731.64' 1432.39' 909.37' 036°22'29" PT/EOA 41 +00.00' 179608.96' 1297595.47' SOUTH 130TH ST CONSTRUCTION CENTERLINE ALIGNMENT TABLE ANGLE POINT STATION NORTHING EASTING DISTANCE BEARING RADIUS LENGTH DELTA BOA 100+00.00' 180580.57' 1294604.26' 600.00' S87° 30' 05"E EOA 106+00.00' 180554.41 ' 1295203.69' SOUTH 132ND ST CONSTRUCTION CENTERLINE ALIGNMENT TABLE ANGLE POINT STATION NORTHING EASTING DISTANCE BEARING RADIUS LENGTH I DELTA BOA 200+00.00' 179885.26' 1295489.81 ' 200.00' S87' 35' 24"E AP 202+00.00' 179876.85' 1295689.64' 100.00' S89° 02' 20"E EOA 203+00.00' 179875.17' 1295789.62' 0 1" 2" TWO INCHES AT FULL SCALE IF NOT, SCALE ACCORDINGLY • U H V w w O z z w (D z J U) z O U o O > m � p 04 C� ¢ w z 3 Ld Y w > O a p p U ¢ p a a w p 0 Z � o .° o u N (N Of R V m a z 0 7 >a M O LLI n 7 d� a V) O ra) w 0E N m Of U w y n/ p O Y LL y y U O z U z_ U z Q w O LL J _ z = ~ V' w z Z = z J a LL '0 06 O _ U) z J Z ~ JO 0 w U U > C9 Q H z z Y zO O H z w SHEET: 3/G-3 OF: 70 JOB NO.: 17534 DWG:SURVEY_CONTROL U) w Q z g 0 a rn 0 0 N O N 00 N 0 3 U V) w U / E- L O U N i c 0 0- a� a c O 0) O O O O / U O L 0 W q) 4- 0 O U) N Z3 c N O c O N L L z 0 z w ry \ \ HOSSEIN AGHAKASIRI \ Lq 00 \ #214480-0260 \ HOSSEIN AGHAKASIRI rn CEEVAALMONIDOVAR #214480-0200 00 + + +00-0205 i v~i S — � RENTON AVE - — 7-7 12CI W W W W W W� W� W T 00 / ---T--- co/ / _�--- 10(TYP.) 5 (TYP.) G� , 8 i 00 �D— D ° ONOVAN 206 I 0 11 �� EX. MH STA.=103+00.4, 4.9' RT i N / \ / - ' DON YOUNG RED YOUNG • --:• • •. o / v �\ s 0/ vvvvvv\ 13 / ovvvvv- °vvd -°p ° O _ 8 °°j / \ O \ 2 KAY AND FRANKLIN McCUISTION #214480-0310 \ #214480-0300 4 �A'N 5o �G� O / '- �� , RENrON qV i D D 1 --_E s N i W � W 00 co _ W 11 / N W _ Z 2 — -- 3 I I� MINTER LLC #214480-0295 OX SITE PREPARATION & TESC CONSTRUCTION NOTES 1. FURNISH AND INSTALL INLET PROTECTION INSERTS IN EXISTING CATCH BASINS AND NEW DRAINAGE STRUCTURES AS THEY ARE INSTALLED. 2. FURNISH AND INSTALL HIGH VISIBILITY SILT FENCE PER DETAIL, SHEET 9/TE-6. 3. REMOVE AND WASTEHAUL CEMENT CONCRETE CURB AND GUTTER. 4. REMOVE AND WASTEHAUL CEMENT CONCRETE SIDEWALK/ DRIVEWAY. 5. REMOVE AND WASTEHAUL BLOCK TRAFFIC CURB AT TRAFFIC ISLAND. 6. FURNISH & INSTALL PERMANENT VIDEO DETECTION FOR EASTBOUND LOOPS PRIOR TO PAVEMENT PLANING. 7. PROTECT EXISTING UTILITY POLE, PEDESTAL, VAULT, GURB AND GUTTER, CONCRETE TRAFFIC BARRIER DURING CONSTRUCTION. SEE GENERAL NOTE 2 SHEET 1/G-1. 8. REMOVE AND WASTEHAUL ASPHALT PAVEMENT. 9. PROTECT EXISTING CURB, SIDEWALK, FENCE, TRAFFIC SIGN, LUMINAIRE, WALL, TREE, LANDSCAPING DURING CONSTRUCTION. 10. SAWCUT EXISTING PAVEMENT AND SEAL JOINT, SEE BUTT JOINT DETAIL ON SHEET 20/RD-6. 11. SAWCUT EXISTING CURB AND/OR SIDEWALK TO THE NEAREST FULL JOINT AND PROVIDE CLEAN EDGE. SAWCUT CONCRETE DRIVEWAY TO LIMITS SHOWN ON PLANS. 12. REMOVE AND WASTEHAUL EXISTING RETAINING WALL, FENCE, GATE PER THE SPECIFICATIONS. COORDINATE WITH PROPERTY OWNER(S) AS REQUIRED. THIS WORK TO BE INCLUDED IN REMOVAL OF STRUCTURE AND OBSTRUCTION. 13. PRUNE EXISTING TREE(S) TO REMOVE ALL BRANCHES THAT PROTUDE INTO OR OVERHANG OVER EXISTING OR NEW PEDESTRIAN FACILITIES. PROVIDE 7 FEET MIN. VERTICAL CLEARANCE. LEGEND * HIGH VISIBILITY SILT FENCE zCB INSERT PLANE LIMITS (3" DEPTH) FULL DEPTH ASPHALT PAVEMENT REMOVAL LIMITS (APPROX. 9" TO 12") vvvvvvv vvvvvv vvvvvvv, CONCRETE REMOVAL LIMITS vvvvvv vvvvvvv CLEARING LIMITS 20' 10' 0 20' 40' 0 1" 2" SCALE: 1 "=20' TWO INCHES AT FULL SCALE IF NOT, SCALE ACCORDINGLY o m o 0 a w Z 3: Y w o w Q a U Q 0 a a w 0 0 Z � Z U z Q 0 LL z Z = J Z O V) w w z = w 4/TE-1 OF: 70 JOB NO.: 17534 DWG: TESC O N O N 00 N O c 4- 0 O U) N Z3 c N O c O N L L z O z w ry / E Lu O m Q w w cn O O Q F- w z_ J 2 H Q OX SITE PREPARATION & TESC CONSTRUCTION NOTES OJ 1. FURNISH AND INSTALL INLET PROTECTION INSERTS IN EXISTING CATCH BASINS AND NEW DRAINAGE w STRUCTURES AS THEY ARE INSTALLED. m Lu 2. FURNISH AND INSTALL HIGH VISIBILITY SILT FENCE PER Lu DETAIL, SHEET 9/TE-6. Lu 0 3. REMOVE AND WASTEHAUL CEMENT CONCRETE CURB AND O GUTTER. 4. REMOVE AND WASTEHAUL CEMENT CONCRETE SIDEWALK/ a DRIVEWAY. U j 5. REMOVE AND WASTEHAUL BLOCK TRAFFIC CURB AT w TRAFFIC ISLAND. z J 6. FURNISH & INSTALL PERMANENT VIDEO DETECTION FOR = EASTBOUND LOOPS PRIOR TO PAVEMENT PLANING. U H 7. PROTECT EXISTING UTILITY POLE, PEDESTAL, VAULT, GURB Q AND GUTTER, CONCRETE TRAFFIC BARRIER DURING CONSTRUCTION. SEE GENERAL NOTE 2 SHEET 1/G-1. M Lu - CG w w Lu 'w^ v+ O O + O N Q H U) w z 2 V Q 2 8. REMOVE AND WASTEHAUL ASPHALT PAVEMENT. 9. PROTECT EXISTING CURB, SIDEWALK, FENCE, TRAFFIC SIGN, LUMINAIRE, WALL, TREE, LANDSCAPING DURING CONSTRUCTION. 10. SAWCUT EXISTING PAVEMENT AND SEAL JOINT, SEE BUTT JOINT DETAIL ON SHEET 20/RD-6. 11. SAWCUT EXISTING CURB AND/OR SIDEWALK TO THE NEAREST FULL JOINT AND PROVIDE CLEAN EDGE. SAWCUT CONCRETE DRIVEWAY TO LIMITS SHOWN ON PLANS. 12. REMOVE AND WASTEHAUL EXISTING RETAINING WALL, FENCE, GATE PER THE SPECIFICATIONS. COORDINATE WITH PROPERTY OWNER(S) AS REQUIRED. THIS WORK TO BE INCLUDED IN REMOVAL OF STRUCTURE AND OBSTRUCTION. 13. PRUNE EXISTING TREE(S) TO REMOVE ALL BRANCHES THAT PROTUDE INTO OR OVERHANG OVER EXISTING OR NEW PEDESTRIAN FACILITIES. PROVIDE 7 FEET MIN. VERTICAL CLEARANCE. LEGEND * HIGH VISIBILITY SILT FENCE xCB INSERT PLANE LIMITS (3" DEPTH) FULL DEPTH ASPHALT PAVEMENT REMOVAL LIMITS (APPROX. 9" TO 12") vvvvvvv vvvvvv vvvvvvvvvvvvv, CONCRETE REMOVAL LIMITS vvvvvvv CLEARING LIMITS 20' 10' 0 20' 40' SCALE: 1 "=20' 0 1" 2" TWO INCHES AT FULL SCALE IF NOT, SCALE ACCORDINGLY • U U) w w 0 z z w (D J U) z O U 04 o o � m � o 04 0 ¢ w z < o Y w o > O a U ¢ 0 a a w 0 0 Z � o .° o u N N Of R V m a Z 0 > O LLI y 7 a)� a �_ O �� w 0E N m Of U w y LL y y U 0 z 0 z_ U z Q LL z = J z = a O w z = w o � LL '0 O = a z w Z o a w U U > 0 Q LLI H z Z fn Y O F- Z w SHEET: 5/TE-2 OF: 70 JOB NO.: 17534 DWG: TESC O N O N 1-1 00 N O c 4- 0 O U) N Z3 c N O c O N L L z O z w ry OX SITE PREPARATION & TESC CONSTRUCTION NOTES 1. FURNISH AND INSTALL INLET PROTECTION INSERTS IN EXISTING CATCH BASINS AND NEW DRAINAGE STRUCTURES AS THEY ARE INSTALLED. 2. FURNISH AND INSTALL HIGH VISIBILITY SILT FENCE PER DETAIL, SHEET 9/TE-6. 3. REMOVE AND WASTEHAUL CEMENT CONCRETE CURB AND GUTTER. 4. REMOVE AND WASTEHAUL CEMENT CONCRETE SIDEWALK/ DRIVEWAY. 5. REMOVE AND WASTEHAUL BLOCK TRAFFIC CURB AT TRAFFIC ISLAND. 6. FURNISH & INSTALL PERMANENT VIDEO DETECTION FOR EASTBOUND LOOPS PRIOR TO PAVEMENT PLANING. 7. PROTECT EXISTING UTILITY POLE, PEDESTAL, VAULT, GURB AND GUTTER, CONCRETE TRAFFIC BARRIER DURING CONSTRUCTION. SEE GENERAL NOTE 2 SHEET 1/G-1. 8. REMOVE AND WASTEHAUL ASPHALT PAVEMENT. 9. PROTECT EXISTING CURB, SIDEWALK, FENCE, TRAFFIC SIGN, LUMINAIRE, WALL, TREE, LANDSCAPING DURING CONSTRUCTION. 10. SAWCUT EXISTING PAVEMENT AND SEAL JOINT, SEE BUTT JOINT DETAIL ON SHEET 20/RD-6. 11. SAWCUT EXISTING CURB AND/OR SIDEWALK TO THE NEAREST FULL JOINT AND PROVIDE CLEAN EDGE. SAWCUT CONCRETE DRIVEWAY TO LIMITS SHOWN ON PLANS. 12. REMOVE AND WASTEHAUL EXISTING RETAINING WALL, FENCE, GATE PER THE SPECIFICATIONS. COORDINATE WITH PROPERTY OWNER(S) AS REQUIRED. THIS WORK TO BE INCLUDED IN REMOVAL OF STRUCTURE AND OBSTRUCTION. 13. PRUNE EXISTING TREE(S) TO REMOVE ALL BRANCHES THAT PROTUDE INTO OR OVERHANG OVER EXISTING OR NEW PEDESTRIAN FACILITIES. PROVIDE 7 FEET MIN. VERTICAL CLEARANCE. LEGEND * HIGH VISIBILITY SILT FENCE xCB INSERT PLANE LIMITS (3" DEPTH) FULL DEPTH ASPHALT PAVEMENT REMOVAL LIMITS (APPROX. 9" TO 12") vvvvvvv vvvvvv vvvvvvvvvvvvv, CONCRETE REMOVAL LIMITS vvvvvvv CLEARING LIMITS 20' 10' 0 20' 40' 0 1" 2" SCALE: 1 "=20' TWO INCHES AT FULL SCALE IF NOT, SCALE ACCORDINGLY i H U U) w w Oz z w (D z J U) z O U o o > m � o 04 0 ¢ z Ld Y U W o > O a U Q 0 a a w Q 0 Z � o .° o u N N Of °" m a z 0 > O LLI y 7 a)� a �_ O �� w 0E N m Of U w y n/ p O Y LL y y U m � m U 0 z 0 z U z Q LL z = J z = a O w z = w o � LL '0 '^ v! O = a z w Z o a w U U > 0 Q LLI H z Z fn Y O F- Z w SHEET: 6/TE-3 OF: 70 JOB NO.: 17534 DWG: TESC O N O N 1-1 00 N O c 4- 0 O U) N Z3 c N O c O N L L i z 0 z w ry / E SITE PREPARATION & TESC CONSTRUCTION NOTES 1. FURNISH AND INSTALL INLET PROTECTION INSERTS IN EXISTING CATCH BASINS AND NEW DRAINAGE STRUCTURES AS THEY ARE INSTALLED. 2. FURNISH AND INSTALL HIGH VISIBILITY SILT FENCE PER DETAIL, SHEET 9/TE-6. a 3. REMOVE AND WASTEHAUL CEMENT CONCRETE CURB AND GUTTER. C 4. REMOVE AND WASTEHAUL CEMENT CONCRETE SIDEWALK/ n DRIVEWAY. A > 5. REMOVE AND WASTEHAUL BLOCK TRAFFIC CURB AT D TRAFFIC ISLAND. v 6. FURNISH & INSTALL PERMANENT VIDEO DETECTION FOR } EASTBOUND LOOPS PRIOR TO PAVEMENT PLANING. D 7. PROTECT EXISTING UTILITY POLE, PEDESTAL, VAULT, GURB AND GUTTER, CONCRETE TRAFFIC BARRIER DURING T1 CONSTRUCTION. SEE GENERAL NOTE 2 SHEET 1/G-1. T1 m 8. REMOVE AND WASTEHAUL ASPHALT PAVEMENT. "n r 0 9. PROTECT EXISTING CURB, SIDEWALK, FENCE, TRAFFIC SIGN, LUMINAIRE, WALL, TREE, LANDSCAPING DURING CONSTRUCTION. 10. SAWCUT EXISTING PAVEMENT AND SEAL JOINT, SEE BUTT JOINT DETAIL ON SHEET 20/RD-6. 11. SAWCUT EXISTING CURB AND/OR SIDEWALK TO THE NEAREST FULL JOINT AND PROVIDE CLEAN EDGE. SAWCUT CONCRETE DRIVEWAY TO LIMITS SHOWN ON PLANS. 12. REMOVE AND WASTEHAUL EXISTING RETAINING WALL, FENCE, GATE PER THE SPECIFICATIONS. COORDINATE WITH PROPERTY OWNER(S) AS REQUIRED. THIS WORK TO BE INCLUDED IN REMOVAL OF STRUCTURE AND OBSTRUCTION. 13. PRUNE EXISTING TREE(S) TO REMOVE ALL BRANCHES THAT PROTUDE INTO OR OVERHANG OVER EXISTING OR NEW PEDESTRIAN FACILITIES. PROVIDE 7 FEET MIN. VERTICAL CLEARANCE. LEGEND * HIGH VISIBILITY SILT FENCE CB INSERT PLANE LIMITS (3" DEPTH) FULL DEPTH ASPHALT PAVEMENT REMOVAL LIMITS (APPROX. 9" TO 12") vvvvvvv vvvvvv vvvvvvvvvvvvv, CONCRETE REMOVAL LIMITS vvvvvvv CLEARING LIMITS 20' 10' 0 20' 40' SCALE: 0 1" 2" TWO INCHES AT FULL SCALE IF NOT, SCALE ACCORDINGLY • U H U U) w w Oz z w (D z J U) z O U o o > m � o 04 0 a z Y U w o w 00 a U Q 0 a a w 0 0 Z � 0 .° o u N N Of °" m a z 0 > 0 LLI y 7 a)� a �_ 0 w 0E N m Of U w y n/ p O Y LL y y U m � m U 0 z 0 z U z Q LL z = J z = a O w z = w 0 � LL '0 O = a z w Z o a w U U > 0 Q LLI H z Z fn Y O F- Z w SHEET: 7/T E -4 OF: 70 JOB NO.: 17534 DWG: TESC ��l O N O N 1-1 00 N O c 4- 0 O U) N Z3 c N O c O N L L i z 0 z W ry 41+ 0 G `�— G z 3:a OfU W ¢ J ?� W W 00 Dam W -� OX SITE PREPARATION & TESC CONSTRUCTION NOTES 1. FURNISH AND INSTALL INLET PROTECTION INSERTS IN EXISTING CATCH BASINS AND NEW DRAINAGE STRUCTURES AS THEY ARE INSTALLED. 2. FURNISH AND INSTALL HIGH VISIBILITY SILT FENCE PER DETAIL, SHEET 9/TE-6. 3. REMOVE AND WASTEHAUL CEMENT CONCRETE CURB AND GUTTER. 4. REMOVE AND WASTEHAUL CEMENT CONCRETE SIDEWALK/ DRIVEWAY. 5. REMOVE AND WASTEHAUL BLOCK TRAFFIC CURB AT TRAFFIC ISLAND. 6. FURNISH & INSTALL PERMANENT VIDEO DETECTION FOR EASTBOUND LOOPS PRIOR TO PAVEMENT PLANING. 7. PROTECT EXISTING UTILITY POLE, PEDESTAL, VAULT, GURB AND GUTTER, CONCRETE TRAFFIC BARRIER DURING CONSTRUCTION. SEE GENERAL NOTE 2 SHEET 1/G-1. 8. REMOVE AND WASTEHAUL ASPHALT PAVEMENT. 9. PROTECT EXISTING CURB, SIDEWALK, FENCE, TRAFFIC SIGN, LUMINAIRE, WALL, TREE, LANDSCAPING DURING CONSTRUCTION. 10. SAWCUT EXISTING PAVEMENT AND SEAL JOINT, SEE BUTT JOINT DETAIL ON SHEET 20/RD-6. 11. SAWCUT EXISTING CURB AND/OR SIDEWALK TO THE NEAREST FULL JOINT AND PROVIDE CLEAN EDGE. SAWCUT CONCRETE DRIVEWAY TO LIMITS SHOWN ON PLANS. 12. REMOVE AND WASTEHAUL EXISTING RETAINING WALL, FENCE, GATE PER THE SPECIFICATIONS. COORDINATE WITH PROPERTY OWNER(S) AS REQUIRED. THIS WORK TO BE INCLUDED IN REMOVAL OF STRUCTURE AND OBSTRUCTION. 13. PRUNE EXISTING TREE(S) TO REMOVE ALL BRANCHES THAT PROTUDE INTO OR OVERHANG OVER EXISTING OR NEW PEDESTRIAN FACILITIES. PROVIDE 7 FEET MIN. VERTICAL CLEARANCE. LEGEND * HIGH VISIBILITY SILT FENCE CB INSERT PLANE LIMITS (3" DEPTH) FULL DEPTH ASPHALT PAVEMENT REMOVAL LIMITS (APPROX. 9" TO 12") vvvvvvv vvvvvv vvvvvvvvvvvvv, CONCRETE REMOVAL LIMITS vvvvvvv CLEARING LIMITS 20' 10' 0 20' 40' 0 1" 2" SCALE: 1 "=20' TWO INCHES AT FULL SCALE IF NOT, SCALE ACCORDINGLY U H U U) w w Oz z w (D z J U) z O U 04 o o � m � o 04 0 D z Y U W o w 00 a U Q 0 a a w a 0 0 Z � o .° o u N N Of °" m a z 0 > 0 LLI y 7 a)� a �_ 0 w 0E N m Of U w y LL y y U 0 Z 0 Z U z a LL z = J Z = � a O w Z = W O_ � LL '0 z w Z a 0 w V U > 0 a LLI �_ z Z fn Y O F- Z w SHEET: 8ITE-5 OF: 70 JOB NO.: 17534 DWG: TESC z W W m J J_ m m Y Ld 7 Q 7 Z g 0 Q O O O CV O CV 00 cV O v W 0 I U V) W U 0 U W L I 41 U) c a i U) +3 a U) 0 0 46 0) O O O O U U L U) W 41 0 U) 0 Z3 a c 0 c a) L LO z O Z LLJ ry 20 POST- SEE STD. SPEC. 8-01.3(9)A GEOTEXTILE BACKFILLED & COMPACTED NATIVE SOIL BURY GEOTEXTILE IN TRENCH FASTEN GEOTEXTILE TO POST EVERY 6" (IN.) O.C. SELF-LOCKING TIE -NYLON 6/6 (MIN. GRADE), 120# MIN. TENSILE STRENGTH, UV STABILIZED 14 4' o NOTE DURING EXCAVATION, MINIMIZE DISTURBING THE GROUND AROUND TRENCH AS MUCH AS IS FEASIBLE, AND SMOOTH SURFACE FOLLOWING EXCAVATION TO AVOID CONCENT- RATING FLOWS. COMPACTION MUST BE ADEQUATE TO PREVENT UNDERCUTTING FLOWS - TYPICAL INSTALLATION DETAIL / (STEEL POSTS SHOWN) SEE NOTE 1 QQ NOTES 1. Install the ends of the high visibility silt fence to point slightly upslope to prevent sediment from flowing around the ends of the fence. 2. Perform maintenance in accordance with Standard Specifications 8-01.3(9)A and 8-01.3(15). 3. Splices shall never be placed in low spots or sump locations. If splices are located in low or sump areas, the fence may need to be reinstalled unless the Project Engineer approves the installation. 4. Install silt fencing parallel to mapped contour lines. /M� SEE NOTE 1 Q GEOTEXTILE FOR HIGH VISIBILITY SILT FENCE COLOR - ORANGE -- SEE STANDARD SPECIFICATION SECTION 9-33.2 (1), TABLE 6 POST - WOOD OR STEEL (TYPICAL) TYPICAL HIGH VISIBILITY SILT FENCE WITHOUT BACKUP SUPPORT ISOMETRIC (STEEL POSTS SHOWN) FASTEN GEOTEXTILE TO POST EVERY 6" (IN.) O.C. EROSION/SEDIMENTATION CONTROL NOTES 1. CONTRACTOR SHALL SUBMIT TEMPORARY WATER POLLUTION/EROSION CONTROL PLAN PER THE CONTRACT SPECIFICATIONS. 2. ALL LIMITS OF CLEARING AND AREAS OF VEGETATION PRESERVATION SHALL BE OBSERVED DURING CONSTRUCTION. 3. ALL REQUIRED SEDIMENTATION/EROSION CONTROL FACILITIES MUST BE IN OPERATION PRIOR TO LAND CLEARING AND/OR OTHER CONSTRUCTION TO ENSURE THAT SEDIMENT LADEN WATER DOES NOT ENTER THE NATURAL DRAINAGE SYSTEM. ALL EROSION AND SEDIMENT FACILITIES SHALL BE MAINTAINED IN A SATISFACTORY CONDITION UNTIL SUCH TIME THAT CLEARING AND /OR CONSTRUCTION IS COMPLETED AND THE POTENTIAL FOR ON —SITE EROSION HAS PASSED. THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT AND ADDITIONS TO EROSION/SEDIMENTATION CONTROL SYSTEMS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 4. THE EROSION AND SEDIMENTATION CONTROL SYSTEMS DEPICTED ON THIS DRAWING ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. AS CONSTRUCTION PROGRESSES AND AS UNEXPECTED OR SEASONAL CONDITIONS DICTATE, THE CONTRACTOR SHOULD ANTICIPATE THAT MORE EROSION AND SEDIMENTATION CONTROL FACILITIES WILL BE NECESSARY TO ENSURE COMPLETE SILTATION CONTROL ON THE PROPOSED SITE. DURING THE COURSE OF CONSTRUCTION, IT SHALL BE THE OBLIGATION AND RESPONSIBILITY OF THE CONTRACTOR TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY HIS ACTIVITIES AND TO PROVIDE ADDITIONAL FACILITIES, OVER AND ABOVE THE MINIMUM REQUIREMENTS, AS MAY BE NEEDED TO PROTECT ADJACENT PROPERTIES AND THE WATER QUALITY OF THE RECEIVING DRAINAGE SYSTEM. 5. AT NO TIME SHALL MORE THAN ONE FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A CATCH BASIN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING AND DISPOSING OF THE SEDIMENT. ALL CATCH BASINS, CONVEYANCE LINES AND DITCHES SHALL BE CLEANED PRIOR TO PAVING. 6. THE CONTRACTOR SHALL REMOVE MATERIAL DROPPED, WASHED OR TRACKED FROM VEHICLES ONTO THE CITY RIGHT—OF—WAY OR INTO THE EXISTING STORM DRAINAGE SYSTEM. DEBRIS SHALL NOT BE WASHED INTO THE STORM DRAINAGE SYSTEM. 7. TEMPORARY EROSION CONTROL FACILITIES SHALL BE INSPECTED WEEKLY AND MAINTAINED WITHIN 24 HOURS FOLLOWING A STORM EVENT. SEDIMENT SHALL BE REMOVED TO INSURE THE FACILITIES WILL FUNCTION PROPERLY. THE FACILITIES SHALL BE SATISFACTORILY MAINTAINED UNTIL CONSTRUCTION IS COMPLETED AND THE POTENTIAL FOR ON —SITE EROSION HAS PASSED. 8. ALL STORM DRAIN INLETS MADE OPERABLE DURING CONSTRUCTION SHALL BE PROTECTED SO THAT STORMWATER RUNOFF SHALL NOT ENTER THE CONVEYANCE SYSTEM WITHOUT FIRST BEING FILTERED OR OTHERWISE TREATED TO REMOVE SEDIMENT. 9. NO DISTURBED SOIL SHALL REMAIN UNSTABILIZED FOR MORE THAN TWO DAYS. FABRIC (GEOTEXTILE) (TYPICAL) STATE OF WASHINGTON REGISTERED LANDSCAPE ARCHITECT AmnDA I CAI IQQI IDV 1. t_K I II- IVfi I t NU. UUUt30U HIGH VISIBILITY SILT FENCE / a STANDARD PLAN 1-30.17-00 SHEET 1 OF 1 SHEET SPLICED FENCE SECTIONS SHALL BE CLOSE ENOUGH TOGETHER TO PREVENT SILT LADEN WATER FROM ESCAPING THROUGH THE APPROVED FOR PUBLICATION FENCE AT THE OVERLAP. JOINING SECTIONS SHALL NOT BE PLACED IN LOW SPOTS OR IN SUMP LOCATIONS. Pasco Bakot/CI1 III 3122113 STATE DESIGN ENGINEER DATE SPLICE DETAIL T Washington State Department of Transportation (WOOD POSTS SHOWN) -„ SEDIME DRAINAGE GRATE - REC- SECTION VIEW ISOMETRIC VIEW NOTES 1. Size the Below Inlet Grate Device (BIGD) for the storm water structure it will service. 2. The BIGD shall have a built-in high -flow relief system (overflow bypass). 3. The retrieval system must allow removal of the BIGD without spilling the collected material. 4. Perform maintenance in accordance with Standard Specification 8-01.3(15). PUBLIC WORKS CATCH BASIN FILTER DEPARTMENT PASS 3RATE DEVICE =M (TYP.) STD. PLAN - 216.30 MARCH 2O08 0 1 to 210 TWO INCHES AT FULL SCALE IF NOT, SCALE ACCORDINGLY • U ^lam V co IY W W O Z Z W (D Z H J D Z 0 U L� I"1 C14O O > m � p H C� Q Lij Q Z 3: � LLI Y U W 2 > O a a 0 U Q 0_ 0_ Q W Q c 0 Z E o 0O o u N N ~ Of a 0 R M O_ > c LLI y 7 N'a a �_ O 0E N m Of y NW N � V m 0 in U O Z U Z_ U Z Q o W Z Z 9 W = Cl) J w LL O z o F U) v=! Z W a w W H I 1 V U 0 > Q z_ Y Z O H Z W W SHEET: 9/TE-6 OF: 70 JOB NO.: 17534 DWG: TESC_DET Y W Q z g 0 Q 0 0 N O N 11-1 00 N O v ry w Q U v L 0 U I c 0 0- / a� a c a� 0 0) 0 0 0 0 U U L 0 U) N L 4- 0 0 U) N Z3 c 0 0 c 0 c a� L L z 0 z w ry RENTON AVE S -----g+07 CJESS'CA_�ND DONOVAN I I / / / S / DOW #214480-0206 EX. MH STA. =107 so FRED YOUNG � #214480-0306 ,+ Da o —o A -IN / DOMINANDOR AND MYRNA RAMOS #214480-0875 4 L 2 HAO PHAM #214480-0865 u, a _ 2 RENTON AVE S 4 > d — — — — 3 — — — — — — — — — — — — — O a 5 — d v CD - x x xL uj 1 ' C P Luuj y W W �I W W W W W W W- 00\ \ O — _ _ i oco 0 \� I G I i i MARCIA LEON AND ANN WAN RICK LI #214480-0887 #214480-0890 i WILBUR REPP #214480-0880 _—_ RENTON AVE S 9 12" CC STORM 4 1 2 4 3 2 5 cDoCD CD 5 4 0 0 0 1„ CO p R = `(///C//_11L111J11J11.JII � r _— x x� o CO R1 --- W �.W -_ W 1„ D — — — --W - \ —W --- --- w W 8 , D1 W --- W 5- - - - - - - - - '--------- _ -- — c� \ 38 w \ \ \ 00 + STA 35+82.1, 17.8' LT Q j 000 \ 1-8"X8" VERTICAL CROSS FOR POLYPIGGING _ \ _ \ — o T I-- — \—1-CONC. THRUSH BLOCK — j 's� — (n cam+ T \ SEE STD. PLAN NO. 300.6 (SHEET 12/WD-2) N m G 2» G —\ T ; �— G - c — G G��T G G\ \ \ \ r T_ _— \ CITY OF RENTON V/ #214480-0867 \ \ \ \\ A \ I \ \ ANN WAN #214480-0887 \ �\ ABANDONED 4" GAS 3" COVER STORM12" CC 4 4" GAS 3.3' COVE 0 c� 4COVER 5 \ d SHUT CORP STOP TO ABANDON 2" GALV SERVICE W� W W \W W 8 DI W W — W — STA 41 +02.8, 17.8' LT \ — 5 CONNECT TO EXIST. 10" WATER MAIN: 41+Q0 1-10"X8" TAPPING TEE (MJXFL) _ I 1-8" TAPPING VALVE (FLXMJ) SEE STD. PLAN NO. 300.1 (SHEET 1 1/WD-1 CUT AND REMOVE EXISTING STEEL CASING AS _ REQUIRED TO PERFORM WET -TAP ON G \� - — \� 00 G Z EXISTING 10" WATER MAIN 00 ��} G�_ G� G� G - — \ \ G — — — — \ � C) C w U 0 w _ W C 0zN -0 I a CAI EDWARD GIESLER \ / #214480-0866 MADELEINE AND JOHN MOORE \ \ #214480-0868 \\ \ \ WATER PLAN NOTES 1. FURNISH AND INSTALL FIRE HYDRANT ASSEMBLY AND HYDRANT MARKER PER CITY OF RENTON STD PLAN 310.1 AND 310.3. SEE SHEET 12/WD-2. HYDRANT SHALL BE INSTALLED 18" MIN. BEHIND THE SIDEWALK. 2. FURNISH AND INSTALL 1" WATER SERVICE TO INCLUDE CONNECTION TO PRIVATE WATER SERVICE LINE PER CITY OF RENTON STD PLAN 320.1. SEE SHEET 11/WD-1. 3• EXISTING 1" COPPER WATER MAIN SHALL BE ABANDONED PER THE SPECIFICATIONS. 4. CAUTION POTENTIAL UTILITY CONFLICT. CONTRACTOR SHALL PROTECT EXISTING WATERLINE UNTIL THE NEW WATERLINE IS COMPLETE AND SERVICES ARE TRANSFERRED. 5. CAUTION POTENTIAL UTILITY CONFLICT. CONTRACTOR TO PROTECT EXISTING UTILITY. 20' 10' 0 20' 40' 0 1" 2" SCALE: 1 "=20' TWO INCHES AT FULL SCALE IF NOT, SCALE ACCORDINGLY U Hlu) w w O Z z W Z J D U) z O IN o o � m � o c� a w Z < 0 Y w o w >O a 0 Q 0 Q w Q 0 0 Z � 0 .° o u N N Of Ld >0 a o o LLI y 7 a)� a �_ p �� w 0 -E N mOf U w y d R 6 z z U oLL Z 0 � � Z 0:Z W F_ a F_ Z Z o w I 1 V U > 0 Q Z Z Y O z Lu SHEET:O/WP-1 OF: 70 JOB NO.: 17534 DWG: WATER Y U) w Q z g 0 a 0 O N O N 00 N O a w 0 I i U L 0 U N L I 41 (D U) a / a� U) a C U) 0 0 O O O O / U U L U) 41 U) 0 D N a c O c N 110 Lo z O z w ry / ma w z_ J Ir w I- TESTING DETAIL .1-2 CT TAPPING TEE (MJxFL) TAPPING GATE VALVE (FL XMJ) TEMPORARY PLUG (MJ) WITH 2-INCH TAP AND 2-INCH BLOW -OFF ASSEMBLY CONCRETE BLOCKING m 0 z x w JEW D.I. WATER LINE VERTICAL CROSS(MJxFL) FOR POLYPIGGING 1-BLIND FLANGE ON TOP WITH 2" TAP AND 2" PLUG 1-BLIND FLANGE ON BOTTOM 1-PLUG(MJ) WITH 2"TAP & 2" BLOW -OFF TEMPORARY BLOCK FINAL CONNECTION DETAIL ONEW D.I. WATER LINE AFTER ALL CLEANING BY POLYPIG, PRESSURE TESTING AND DISINFECTION, REMOVE TEMPORAY BLOCK & BLOW -OFF AND CONNECT TO VALVE WITH D.I. SLEEVE (MJ) & D.I. SPOOLS FINAL CONNECTION BY CITY FORCES NOTES: 1. TAPPING TEES SHALL BE MADE OF CAST IRON, DUCTILE IRON OR EPDXY -COATED STEEL. BOLTS AND NUTS SHAL BE COR-TEN. ALL TEES AND VALVES SHALL BE WATER TESTED BEFORE TAP 2. NO SIZE ON SIZE TAPS ON CAST-IRON WATER LINES. TAP SHALL BE AT LEAST 2" SMALLER DIAMETER THAN THE EXISTING MAIN. 3. NO WET TAP ON ASBESTOS CEMENT LINE OR STEEL LINE 4. WET -TAPPING OF EXISTING CITY OF RENTON WATER MAINS WILL BE DONE BY SPEER TAP OR SUPERIOR TAPPING INC. 5. CONTRACTOR SHALL POTHOLE AND VERIFY THE HORIZONTAL AND VERTICAL ALIGNMENT OF EXISTING LINE OR STUB AND SHALL START LAYING THE NEW LINE AT THE SAME HORIZONTAL AND VERTICAL ALIGNMENT OF THE EXISTING STUB. 6. CITY FORCES WILL PERFORM THE FINAL CONNECTION FROM THE WATER LINE TO THE TAPPING VALVE WITH D.I. SLEEVE AND D.I. SPOOL. PUBLIC WORKS ♦ DEPARTMENT CONNECTION TO WATER MAIN WITH TAPPING TEE & VALVE STD. PLAN — 300.1 MARCH 2O10 13"x24" PLASTIC METER BOX EQUAL TO MID -STATES PLASTIC, INC. BCF SERIES MSBCF 1324-18 WITH 1.75" THICK DUCTILE IRON DIAMOND PLATE COVER EQUAL TO MID -STATES PLASTICS, INC. MSCBC-1324-R WITH READER LID AND 2" DRILLED HOLE FOR TOUCHREAD PIT LID (SEE DETAIL A -A) 36" MIN COVER NEW DUCTILE IRON WATERMAIN FINISH GRADE '"%�%/%/%om a Q o.' 22-1 /2° 9" MIN 12" MAX �<w N 00 LOOP DOWN TO CENTERLINE OF WATER MAIN TO PROVIDE SLACK IN COPPER SERVICE LINE TO METER. CORPORATION STOP WITH BALL VALVE. FORD TAPERED THREAD (CC). QUICK JOINT (3/4" FB1000-3-Q) OR AY MCDONALD 4701 B (1" FB1000-4-Q) OR AY MCDONALD 4701B NOTE: Ld z I IN UNIMPROVED RIGHT OF -' "� WAY INSTALL METER BOX AT PROPERTY LINE WITH 12" w LONG COPPER TAILPIECE. w I SIDEWALK ao (Z TOUCHREAD WATER METER TO BE SUPPLIED BY THE CITY TYPE "K" SOFT COPPER TUBING IF SERVICE LINE TO HOUSE IS TO BE INSTALLED IN THE FUTURE INSTALL FORD C14-33 OR 44 FIPT x COMPRESSION COUPLING COPPERSETTER FOR 1" METER: FORD VBH72-15W-44-44G, OR McDONALD BRASS: 21-415WCQQ44, OR MUELLER: 1-B-2470-2 BOTH INLET AND OUTLET WITH QUICK JOINT. PADLOCK WINGS ON INLET ANGLE BALL VALVE AND SINGLE CHECK VALVE ON OUTLET. ALL FITTINGS SHALL BE WITH QUICK JOINT. NOTE: ALL METER BOXES INSTALLED WITHIN CONCRETE OR PAVED DRIVEWAYS SHALL BE CAST-IRON EQUAL TO OLYMPIC FOUNDARY. EXPANSION JOINTS MUSH BE INSTALLED ON BOTH SIDES OF METER BOX. A -A „ )RILL 2 DIA. HOLE FOR AMR (AUTOMATIC METER READ) TOUCHREAD DEVICE I T r-IUML RIB THE CENTER OF THE HOLE MUST BE AT LEAST 1" FROM UNDERNEATH RIBS UNLESS THE RIB SPACING ALLOWS THE NUT TO TIGHTEN AGAINST THE OPEN SIDE OF MORE THAN ONE RIB. T ► � PUBLIC WORKS �,` DEPARTMENT 2-1/2" MIN. FROM NEAREST AND FRONT EDGE OF PIT LID 1" WATER SERVICE CI TY PIPING 12" PRIVATE PIPING 3/4" OR 1" GALVANIZED PLUG MODIFIED zx0-1 _Q �> 0 0 N N U STD. PLAN — 320.1 NOVEMBER 2009 • U w w O Z z w J D U) z 0 O o > m � o 04 0 Q z o Y U w 6 > 0 a 0 U Q 0 a a w 0 0 Z E° o o u N N Of `° " m a z 0 > c 0 LLI y 7 d� d �_ 0 .- w of N m Of U w 3 !� 'an/ -0 O Y 6 z 0 z_ U z Q o IL Z O Z w = J a LL O � z o O cf) = Z w W W a I 1 V U U > Q z_ Y Z O F_ Z w SHEET: 11 /WD-1 OF: 70 JOB NO.: 17534 DWG: WT—DET Y U) w Q Z g 0 Q 0 O N O N 00 N 0 a w 0 / U O U N L i Q) U) a / a C O O O O O rn c U U L a) 41 O Z3 a) > a c O c a) 110 r- i z O z w fy / FIRE HYDRANT SHALL BE COREY—TYPE EQUAL TO IOWA F-5110 OR COMPRESSION TYPE SUCH AS CLOW MEDALLION; M & H 929, MUELLER SUPER CENTURION 200, AND WATEROUS PACER WITH 6" MECHANICAL JOINT INLET WITH LUGS. 5-1/4" MAIN VALVE OPENING. TWO 2-1 /2" HOSE CONNECTIONS NATIONAL STANDARD THREADS. 4" PUMPER CONNECTION CITY OF SEATTLE THREADS WITH A STORZ ADAPTOR, 4.875" SEATTLE THREAD X 5" STORZ, ATTACHED WITH 1 /8" STAINLESS STEEL CABLE. 1-1/4" PENTAGON OPERATING NUT. FIRE HYDRANT TO BE PAINTED WITH TWO COATS OF PAINT. KELLY—MOORE/PRESERVATIVE PAINT No. 5780-563 DTM ACRYLIC GLOSS, SAFETY YELLOW OR APPROVED EQUAL. PUMPER CONNECTION TO FACE ROADWAY OR AS DIRECTED BY RENTON FIRE DEPARTMENT. FIRE HYDRANT EXTENSION TO BE USED IF REQUIRED. MIN. 18" TO 20" BEHIND BACK OF CURB OR 12" BEHIND BACK OF 3' SIDEWALK THAT IS ADJACENT TO CURB 4.875" x 5" STORZ 5'x5'x6" THICK CONCRETE PAD AROUND / I HYDRANT. FINISH TO MATCH SIDEWALK. �E7 o' 2" CONCRETE THRUST BLOCK 16" x 8" x 4" MININUM CONCRETE BEARING BLOCK UNDER HYDRANT �u rl IT PUBLIC WORKS DEPARTMENT EXPANSION JOINT AT BACK OF SIDEWALK /CONCRETE SIDEWALK ,—OR PLANTING STRIP • ' ' • ' • ' /i\/ice/i\/i �/ice 36" MIN COVER TWO—PIECE CAST IRON VALVE BOX WITH LUG TYPE COVER. EQUAL TO OLYMPIC FOUNDRY CO. STANDARD 8" TOP SECTION WITH REGULAR BASE SECTION LENGTH TO FIT. VALVE NUT EXTENSION AS REQUIRED. RAISED PAVEMENT MARKER TYPE 88—A STIMSONITE TWO—WAY BLUE REFLECTIVE CONCRETE BLOCKING MAIN LINE TEE. WITH 6" FLANGE SIDE OUTLET. 6" GATE VALVE (FL X MJ) AWWA C-509, RESILIENT SEAT 6" DUCTILE IRON PIPE, CLASS 52 CEMENT LINED, LENGTH TO FIT 2-3/4" COR—TEN STEEL TIE RODS. 1/2 YARD OF 1-1/4" WASHED DRAIN ROCK 1' ABOVE BOOT FLANGE. PLACE 8 MIL POLYETHYLENE FILM AROUND TOP AND SIDES OF GRAVEL. RE HYDRANT ASSEMBLY LEVEL ALL GROUND MARKER I 0 0 0 0 0 0 o o 0 TWO LANE ROAD OFFSET MARKER TO INDICATE WHICH SIDE OF STREET HYDRANT IS ON (4" FROM DOTS OR PAINTED LINE) 0 0 0 0 0 0 0 0 0 0 0 0 o 0 0 0 0 o 0 ON SIDE STREETS WHERE THE HYDRANT IS WITHIN 20' OF A MAIN TRAVELED STREET, THE MARKER IS TO BE INSTALLED ON THAT MAIN STREET — MARKER FOUR LANE ROAD OFFSET MARKER TO INDICATE WHICH SIDE OF STREET HYDRANT IS ON (4" FROM DOTS OR PAINTED LANE DIVIDER) D MIN 3' RADIUS ONE MAN ROCK 6 k7„ :TE PAD _ 6" CONCRETE PAD Am 4" FILL HYDRANT LOCATION IN CUT OR ELL FIRE HYDRANT ASSEMBLY STD. PLAN - 310.1 MARCH 2O10 L RAISED PAVMENT MARKER TYPE 88 AB STIMSONITE TWO-WAY (BLUE) PUBLIC WORKS DEPARTMENT 0 0 o 0 0 o 0 0 0 0 o -MARKER FIVE LANE ROAD OFFSET MARKER TO INDICATE WHICH SIDE OF STREET HYDRANT IS ON (4" FROM DOTS OR PAINTED LANE DIVIDER) HYDRANT MARKERS HYDRANT MARKER LAYOUT STD. PLAN - 310.3 MARCH 2O10 • U cn w w 0 z z w (D z J D z O U N > m 0 N 0 D w a z Y O W W � U Q 0 Q w Q 0 z 0 0 £ .0 w ° =2 16 > c 0 N Of m N z O_ N 7 W3 � V% U°s Nw 1.6 MY =. O ) N m Y 6 z CD z U z a o U- z = co O z W � w = J a U- O z o O CO Z w W o uu �1 V U � > a z_ Y z O F_ z w SHEET: 12/WD-2 OF: 70 JOB NO.: 17534 DWG: WT-DET Y U) w Q Z g Q 0 O N O N 00 N 0 a w 0 I U / 0 U 41 I U) a / a� U) a C U) N O O O 0 O / U U L U) 41 U) N D N a c O c N 110 Lo z O z w ry / A A PLAN VIEW WATER L �\ PAVEMENT RESTORATION 7" HMA (COMPACTED DEPTH 6" CSTC (COMPACTED DEPTH) "11�� -, 7_� 12" MIN! 18" MAX VALVE BOX LID WITH EARS IN DIRECTION OF WATER MAIN AND WOR[ "WATER" CAST INTO IT 4" CONCRETE COLLAR FOR 12„ VALVES IN PAVED AREAS 2 PIECE CAST IRON VALVE BOX, RICH-SEATTLE TYPE OR OLYMPIC FOUNDRY 7 SECTION A -A VALVE OPERATING NUT EXTENSION VALVE OPERATION NUT EXTENSION NOTE: EXTENSIONS ARE REQUIRED WHEN VALVE NUT IS MORE THAN THREE (3) FEET BELOW FINISHED GRADE. EXTENSIONS ARE TO BE A MINIMUM OF ONE (1) FOOT LONG. ONLY ONE EXTENSION TO BE USED PER VALVE. NOTE: ALL EXTENSIONS ARE TO BE MADE OF STEEL, SIZED AS NOTED, AND PAINTED WITH TWO COATS OF METAL PAINT. VALVE MARKER NOTES: VALVE MARKERS SHALL BE EQUAL TO CARSONITE UTILITY MARKER 2" SQUARE OPERATING NUT 4-1/4 1) DI A. 1 /8" MIN. THICKNESS ITEEL .TH AS REQUIRED ,AIN. THICKNESS 2-1/4 1) INSIDE MEASUREMENT 2-1/4" DEPTH 52 _�l WHITE POST 11-1/4' BEND f,. CAP 22-1 /20 BEND TEE 45' BEND THRUST BLOCK BEARING AREA IN SQUARE FEET (SEE NOTES) FOR HORIZONTAL AND DOWNWARD VERTICAL BENDS SOIL FIRM SILT OR COMPACT SAND COMPACT SAND & GRAVEL FIRM SILTY SAND 90° 45° BEND 11 1 /4° g0° 45° BEND 11 1 /4° g0° 45° BEND 11 1 /4° FITTING BEND TEE CAP OR PLUG & 22 1 /2° BEND TEE CAP OR PLUG & 22 1 /2° BEND TEE CAP OR PLUG & 22 1 /2° BEND BEND BEND 4" 7.0 4.2 4.2 1.7 2.9 2.1 2.1 1.0 2.2 1.6 1.6 1.0 6" 13.3 9.4 9.4 3.8 6.7 4.7 4.7 1.9 5.0 3.5 3.5 1.4 8" 23.3 16.7 16.7 6.7 11.7 8.4 8.4 3.4 8.8 6.3 6.3 2.5 12" 53.0 37.5 37.5 15.0 26.5 18.8 18.8 7.5 20.0 14.0 14.0 5.6 AREAS CALCULATED ON 300 PSI TEST PRESSURE. 3'-0" MIN. COVER FOR WATERMAIN LESS THAN 12". 4'-0" MIN. COVER FOR WATERMAIN 12" OR GREATER. MAX. HEIGHT OF THRUST BLOCK (FT) = 0.5 x DEPTH OF TRENCH MIN. HEIGHT OF THRUST BLOCK (FT) = O.D. PIPE + 1.0' THRUST BLOCK BE, AREA REFERS TO FACE OF BLOCK M IN SQUARE FEET f\InTF_C- 1. LOCATION AND SIZE OF BLOCKING FOR PIPE LARGER THAN 12"DIAMETER AND FOR SOIL TYPES DIFFERENT THAN SHOWN SHALL BE DETERMINED BY THE ENGINEER. VALVE MARKER POST TO BE USED FOR ALL VALVE MARKER POST 2. ALL BLOCKING SHALL BE POURED IN PLACE AGAINST UNDISTURBED NATIVE GROUND. MAIN LINE VALVES OUTSIDE PAVED AREAS PUBLIC WORKS DEPARTMENT VALVE BOX, MARKER & OPERATING NUT EXTENSION MODIFIED STD. PLAN - 330.1 MARCH 2O10 3. ALL POURED THRUST BLOCKS SHALL BE BACKFILLED AFTER MIN. 1 DAY. PRESSURE TESTING SHALL OCCUR AFTER CONCRETE HAS REACHED NOMINAL COMPRESSIVE STRENGTH. 4. ALL BLOCKING SHALL BE CONCRETE CL 5 (1-1/2"). 5. BLOCKING AGAINST FITTINGS SHALL BEAR AGAINST THE GREATEST FITTING SURFACE AREA POSSIBLE, BUT SHALL NOT COVER OR ENCLOSE BELL ENDS, JOINT BOLTS OR GLANDS REASONABLE ACCESS TO BOLTS AND GLANDS SHALL BE PROVIDED. PUBLIC WORKS CONCRETE BLOCKING FOR DEPARTMENT HORIZONTAL AND DOWNWARD VERTICAL BENDS STD. PLAN - 330.2 MARCH 2010 i ^lam V � w w O z z w (D z J D U) z 0 N 0 of 0 a 0 cq c� D Q w z < Y w o w 00 a U Q 0 a w 0 0 Z � o .° o u N c W ~ Of R V m a z 0 > 0 LLI y 7 N � a �_ 0 w ra) N mOf U a.y w y 6 z U z_ U z Q 0 IL z O z w = J a LL O � z 0 '0 v! = Z w W LLI a I 1 V U O > Q z_ Y z O F_ z w SHEET: 13/WD-3 OF: 70 JOB NO.: 17534 DWG: WT_DET ma 3 w 0 I i U i E_ L 0 U 41 C a� a C 0 O O 0 O U O U) 41 U) D C N O c O (D L LO r- z O Z w ry O.D. 3' max. limits of pipe compaction gravel backfill for pipe bedding limits of pipe compaction limits of pipe O.D. compaction T max. I / 1'-01, 0.15 O.D. min. 0.65 O.D. min. gravel backfill for foundations when specified A. Metal and Concrete Pipe Tmax I����������►�������������������������������������M�E�ME Vi 1 gravel backfill for pipe bedding 0.15 rise min 0.65 rise min. gravel backfill for foundations when specified B. Pine - Arch Installation Rigid Pipe NOTES: 1. Pipe compaction limits shown on this plan are for pipe construction in an embankment. For pipe construction in a trench, the horizontal limits of the pipe compaction zone shall be the walls of the trench. 2. All steel and aluminum pipe and pipe -arches shall be installed in accordance with design A. 3. Concrete pipe with elliptical reinforcement shall be installed in accordance with design A. 4. Concrete pipe, plain or with circular reinforcement, shall be installed with design A. 5. O.D. is equal to the outside diameter of a pipe or the outside span of pipe -arch. The dimensions shown as O.D. with 3' maximum shall be O.D. until O.D. equals 3'; at which point 3' shall be used. V-0" for diameters 12" through 42" and spans through 50". 2'-0" for diameters greater than 42" and spans greater than 50". PUBLIC WORKS DEPARTMENT four leve W (see note 4) limit of pipe zone Q • o A = 4" min. 27" I.D. and under 6" min., over 27" I.D. Bedding for Flexible Pipe Flexible Pipe NOTES: 1. Provide uniform support under barrels. 2. Hand tamp under haunches. 3. Compact bedding material to 95% max. density; directly over pipe, hand tamp only. 4. See "Excavation and Preparation of Trench" in sanitary sewers section of the standard WSDOT/APWA specifications for trench width "W" and trenching options. The pipe zone will be the actual trench width. The minimum concrete width shall be 1 2 I.D. = 18". 5. Trench backfill shall conform to "Backfilling Sewer Trenches" in the sanitary sewers section of the WSDOT/APWA standard specifications, except that rocks or lumps larger than 1" per foot of pipe diameter shall not be used in the backfill material. 6. See "Bedding Material for Flexible Pipe" in aggregates section of the WSDOT/APWA standard specifications for the material specifications. Backfill material placed in 0.5' loose layers and compacted to 95% maximum density. Method B or C compaction (WSDOT/APWA) standard specifications.) Pipe Size Min. dist. between barrels circular pipe conc., LCPE, CMP (diameter) 12" to 24" 12" 30" to 96" diam. / 2 102" to 180" 48" pipe - arch metal only (span) 18" to 36" 12" 43" to 142" span / 3 148" to 199- 48" PIPE COMPACTION DESIGN AND BACKFILL STD. PLAN — 220.00 MARCH 2O08 TEMPORARY 2" GALVANIZED PIPE AND 2" GATE VALVE FINISHED GRADE ELEVATION "'� � INSTALL 2" PLUG ON TOP BLIND AFTER REMOVAL OF POLYPIG 3 FT MIN. COVER (10-INCH DIAMETER AND UNDER) 4 FT MIN. COVER (12-INCH DIAMETER AND OVER) \ NEW WATER MAIN POLY/ 1 VERTICAL CROSS FOR POLYPIGGING STATION: SIZE OF VERTICAL CROSS SHALL BE THE SAME AS SIZE OF MAIN LINE VERTICAL CROSS (MJ X FL) ONE BLIND FLANGE ON TOP OF CROSS WITH 2" TAP & 2" TEMPORARY BLOW —OFF ASSEMBLY (REMOVE BLOW —OFF ASSEMBLY AND INSTALL 2" PLUG AFTER REMOVAL OF CLEANING "POLY —PIG") ONE BLIND FLANGE ON BOTTOM OF CROSS ONE PLUG (MJ) ON END OF CROSS CONCRETE BLOCKING ALL DEBRIS AND POLYPIGS SHALL BE REMOVED FROM SUMP OF VERTICAL CROSS BEFORE DISINFECTION OF NEW WATER MAIN FLANGE D. PLAN — 300.6 JI + PUBLIC WORKS POLY PIG STATION FOR CLEANING OF ME DEPARTMENT WATER MAINS MARCH 2010 • U V W u.1 O Z Z W 0 Z D co Z O U N 0 of 0 af 0 0 D Q Lij Q Z � Y U W 2 > 0 a a U Q 0 a a w �a 0 0 Z � 0 .° u N co N ~ Of 6 u m Z 0 > 0 LLI y N � a O ra) w Ej 0E N m U W y 0 Z U Z U Z Q o LL Z O Z w = Cl) a IL O � Z o '0 v! = Z W W a U 0 ; Q Z Y Z O F_ Z W SHEET: 14/W D -4 OF: 70 JOB NO.: 17534 DWG: WT_DET U) w Q z g 0 N O 0 N 0 N 00 N 0 3 Li a o_ / E- L O U N I 4- a� c / a c O 48 0) 0 0 0 0 U L 0 W q) 4- 0 O W a) Z3 c O c O c N L L r` Z 0 z w ry / L N 0 1-1 0 \ /01x0% S 0 / \ \ 'n \E N AGHAKASIRI rn 480-0200 + EVA ALMONIDOVAR #214480-0205 Q r� LO HOSSEIN AGHAKASIRI \ #2 44480-0260 �G� 5�c .1/ rn rn cn cn cn / C `\ RENTON AVE -- --- — / �� --- I SSMH N0. 2 12" Cl W W W D 0 ' ,D� 18" CONC _ AV W W W W 3 3 /J 10 // D A D _ / 4 .y w - 8+00 ;SICA AND DONOVAN I SYDOW I C #214480-0206 / 5� 24 V X 9+00 10 ul 11 fn 13 r /// / 100 — _ W SSMH NO. 1 — 12 + \ � W- W + C �1 / / 5 W— W� N 5 12" CONC - - - / / 12" Q _ D CONC I- -------- W� W� W— D \ / T — / / W l� - _ ui /' ®/ \ -- - � =___ -� 14 EXISTING GAS VALVE BOX TO BE ADJUSTED TO GRADE BY OTHERS. �x0�/ �/ COORDINATE WORK WITH UTILITY REPRESENTATIVE. 15 ADJUST EXISTING WATER METER BOX TO GRADE PER STD. PLAN 320.1, SEE SHEET 11/WD-1. 16 CONSTRUCT CURB RAMP PER DETAILS) SHEET 27/RP-1 TO 31 /RP-5. (TY J 12 / \ popwnp w IRK iDV • 15 KAY AND FRANKLIN McCUISTION #214480-0310 MINTER LLC 17 CONSTRUCT SIDEWALK END RAMP PER DETAIL SHEET 20/RD-6. 2 #214480-0295 18 CONSTRUCT TRAFFIC CURB AND GUTTER FOR PEDESTRIAN REFUGE ISLAND � \ PER DETAIL SHEET 20/RD-6 SPILL CURB NOTED �� EX. MH \ \ 19 ADJUST MONUMENT CASE AND COVER TO GRADE PER THE SPECIFICATIONS STA.=103+00.4, 4.9' RT \ AND STD. PLAN HR-04, SEE SHEET 22/RD-8. / / \ 20 CONSTRUCT LANDSCAPE BLOCK WALL PER DETAIL SHEET 26/RD-12. \ / DON YOUNG \ \\ 21 CONSTRUCT CONCRETE DRIVEWAY REPAIR. \ #214480-0300 \ 22 INSTALL BUS PAD PER DETAIL SHEET 26/RD-12. PAVING PLAN NOTES 1 CAUTION: POTENTIAL UTILITY CONFLICT. VERIFY (POTHOLE) EXACT LOCATION AND DEPTH OF EXISTING UTILITY. SEE ORDER OF WORK. 2 EXISTING UTILITY TO BE REMOVED/RELOCATED BY OTHERS. COORDINATE WORK WITH UTILITY REPRESENTATIVE. SEE GENERAL NOTE 2, SHEET 1 /G-1. 3 EXISTING UTILITY VAULT, MANHOLE, OR FIRE HYDRANT TO BE ADJUSTED TO GRADE BY OTHERS. COORDINATE WORK WITH UTILITY REPRESENTATIVE. SEE GENERAL NOTE 2 SHEET 1/G-1. 4 PROTECT EXISTING UTILITY POLE, PEDESTAL, VAULT DURING CONSTRUCTION. SEE GENERAL NOTE 2 SHEET 1/G-1. 5 CEMENT CONCRETE TRAFFIC CURB AND GUTTER PER CITY OF RENTON STD PLANS 101 AND 103. SEE SHEETS 23/RD-9 AND 24/RD-10. 6 CEMENT CONCRETE SIDEWALK PER CITY OF RENTON STD PLAN 102. SEE SHEET 23/RD-9. 7 CEMENT CONCRETE DRIVEWAY ENTRANCE PER CITY OF RENTON STD PLANS 104.1, 104.2, AND 104.3. SEE SHEETS 25/RD-11 AND 26/RD-12. 8 CONNECT NEW STORM PIPE TO EXISTING CATCH BASIN. CORE DRILL IF KNOCK OUT IS NOT PRESENT. 9 CONNECT EXISTING PIPES TO NEW CATCH BASIN. 10 ADJUST EXISTING CATCH BASIN TO GRADE PER STD. PLAN 101.1, SEE SHEET 24/RD-10. 11 ADJUST EXISTING CATCH BASIN TO GRADE AND FURNISH AND INSTALL FRAME AND SOLID LID. 12 ADJUST EXISTING SEWER MANHOLE TO GRADE PER STD. PLAN 106, SEE SHEET 22/RD-8. 13 ADJUST EXISTING WATER VALVE BOX OR WATER MANHOLE TO GRADE PER STD. PLAN 330.1, SEE SHEET 13/WD-3. \ \ 23 INSTALL PERMANENT VIDEO DETECTION PER THE SPECIFICATIONS. \ 24 ABANDON EXISTING STORM STRUCTURE AND STORM PIPE PER THE \ QED YOUNG SPECIFICATIONS. 14480-0306 25 REMOVE PAVEMENT TO TRENCH PATCH JOINT, 4' TO 5' WIDTH. 20' 10' 0 20' 40' PAVEMENT REPAIR PER STD. PLAN (MOD) - 103, SEE SHEET 23/RD-9. SCALE: 1 "=20' 26 SAWCUT AND REMOVE 12" WIDTH CONCRETE SIDEWALK. TEMPORARY RESTORATION PER COR STD. PLAN - 103 (MOD), SEE SHEET 26/RD-9. 27 SAWCUT CURB AND GUTTER TO NEAREST FULL JOINT AND PROVIDE CLEAN EDGE. o� ccnn EXISTING GRADE © o� U) :2 N o w U q CONSTRUCTION N o w U 310 n Fl—I rl %� w U ~ z w U a N 310 12" CPEP O 305 � 1 1 295 290 285 j 1101 +80 L J 0 V) � Zw m mcL w w w w 000 a m N NN U 0 — — T- U) LC) N �m 0) 0) m�co U 0 00 II II II wFEw ww 102+00 �I (n z 0- w w J U U N N -H -H D Q0 z II D 0 m �w U .F 12" C S=0.011 8" PVC r` rn U wry M w d w o w 0_ D_ U m c U U 0 m U N p�j N r N NMI 0�r` m r p r) U II z II II r� m d m u w (nE'w N n �� �U) 0 w� wu 305 91 LF 8" PVC 91 LF 8" PVC S=0.008 300 =n.nn8 295 EXISTING ELEV. � CONSTRUCTION (TYP.) 290 rn rn r` O LO rn cc 00 O 0 O 00 r` � � � � "' 285 103+00 104+00 105+00 Z J J 0 0 O cy)�wZ N 00 1�LL1 _ O00 I � >> 0 >> > 0_0_U 1 0 as t o m OO 00 00 0 � (m 00 00 00 N � 00 +(D� O w + r co� + 0 0 1 ff 210 ��Ln�O z OO7N z OHO -aow -0) 0) �00 II II N N o m II II N N M °' TWO INCHES AT FULL SCALE X �� II II z (n�� II II bi N Of w w� N N w w N N E N IF NOT, SCALE ACCORDINGLY • U V w w O Z Z w CD U) z O N 0 > m o c� a w z < 0 Y W o w 0 U Q 0 o_ w 0 0 Z � 0 .° o u N N � 0 Ld >� Ma o 0 LLI y 7 a)� Q_ �_ O aELd N m Of w y n/ p O Y d R O z 0 z_ U z Q 0 IL Z O Z W w = F- Z O a LL U) z O z 0 : Z w a I 1 V U 0 > Q z_ Y Z O H w SHEET:15/RD-1 OF: 70 JOB NO.: 17534 DWG: PAVE U) w Q Z g 0 Q 0 O N O N 00 N 0 3 Li Q U / E- L O U I 4- a� c 0 0- / a� a c O 48 0) O O O O rn c U O L 0 W q) L 4- 0 O W N Z3 c N O c O N L L Z 0 z w ry / CURB AND GUTTER FLOWLINE TABLE NUMBER STATION OFFSET FLOWLINE ELEVATION 1 10+77.45 31.56 RT 303.65* 2 11 +00.00 31.94 RT 302.15 3 11 +25.00 31.45 RT 300.50 4 11 +50.00 31.61 RT 298.84 5 11 +75.00 31.69 RT 297.18 6 12+00.00 31.61 RT 295.52 7 12+25.00 31.60 RT 293.87 8 12+50.00 31.47 RT 292.21 9 12+64.47 31.25 RT 291.25* * MATCH EXISTING x0 A / 6� / SSMH N 2 / / / LINCOLI' / PHAN DUE AND \ #2144s / TUAN DANG #214480-0286 \\ RENTON AVE S---__------- / 1 B" CONC D D D� 12+00 315 ��(DZ 6> (TYP. ) J C u u E JJ 0 0 N r Fa- cn W J =2 V H 315 r- O (n + n X O II w aj w 310 U' 310 w EXISTING GRADE ll-\ 305 � CONSTRUCTION 305 r- LO 0 PAVING PLAN NOTES 1 CAUTION: POTENTIAL UTILITY CONFLICT. VERIFY (POTHOLE) EXACT LOCATION AND DEPTH OF EXISTING UTILITY. SEE ORDER OF WORK. 2 EXISTING UTILITY TO BE REMOVED/RELOCATED BY OTHERS. COORDINATE WORK WITH UTILITY REPRESENTATIVE. SEE GENERAL NOTE 2, SHEET 1 /G-1. 3 EXISTING UTILITY VAULT, MANHOLE, OR FIRE HYDRANT TO BE ADJUSTED TO GRADE BY OTHERS. COORDINATE WORK WITH UTILITY REPRESENTATIVE. SEE GENERAL NOTE 2 SHEET 1/G-1. 4 PROTECT EXISTING UTILITY POLE, PEDESTAL, VAULT DURING CONSTRUCTION. SEE GENERAL NOTE 2 SHEET 1/G-1. 5 CEMENT CONCRETE TRAFFIC CURB AND GUTTER PER CITY OF RENTON STD PLANS 101 AND 103. SEE SHEETS 23/RD-9 AND 24/RD-10. 6 CEMENT CONCRETE SIDEWALK PER CITY OF RENTON STD PLAN 102. SEE SHEET 23/RD-9. 7 CEMENT CONCRETE DRIVEWAY ENTRANCE PER CITY OF RENTON STD PLANS 104.1, 104.2, AND 104.3. SEE SHEETS 25/RD-11 AND 26/RD-12. 8 CONNECT NEW STORM PIPE TO EXISTING CATCH BASIN. CORE DRILL IF KNOCK OUT IS NOT PRESENT. 9 CONNECT EXISTING PIPES TO NEW CATCH BASIN. 10 ADJUST EXISTING CATCH BASIN TO GRADE PER STD. PLAN 101.1, SEE SHEET 24/RD-10. 11 ADJUST EXISTING CATCH BASIN TO GRADE AND FURNISH AND INSTALL FRAME AND SOLID LID. 12 ADJUST EXISTING SEWER MANHOLE TO GRADE PER STD. PLAN 106, SEE SHEET 22/RD-8. 13 ADJUST EXISTING WATER VALVE BOX OR WATER MANHOLE TO GRADE PER STD. PLAN 330.1, SEE SHEET 13/WD-3. 14 EXISTING GAS VALVE BOX TO BE ADJUSTED TO GRADE BY OTHERS. COORDINATE WORK WITH UTILITY REPRESENTATIVE. 15 ADJUST EXISTING WATER METER BOX TO GRADE PER STD. PLAN 320.1, SEE SHEET 1 1 /WD-1. 16 CONSTRUCT CURB RAMP PER DETAIL(S) SHEET 27/RP-1 TO 31/RP-5. 17 CONSTRUCT SIDEWALK END RAMP PER DETAIL SHEET 20/RD-6. 18 CONSTRUCT TRAFFIC CURB AND GUTTER FOR PEDESTRIAN REFUGE ISLAND PER DETAIL SHEET 20/RD-6. SPILL CURB NOTED. 19 ADJUST MONUMENT CASE AND COVER TO GRADE PER THE SPECIFICATIONS AND STD. PLAN HR-04, SEE SHEET 22/RD-8. 20 CONSTRUCT LANDSCAPE BLOCK WALL PER DETAIL SHEET 26/RD-12. 21 CONSTRUCT CONCRETE DRIVEWAY REPAIR. 22 INSTALL BUS PAD PER DETAIL SHEET 26/RD-12. 23 INSTALL PERMANENT VIDEO DETECTION PER THE SPECIFICATIONS. 24 ABANDON EXISTING STORM STRUCTURE AND STORM PIPE PER THE SPECIFICATIONS. 25 REMOVE PAVEMENT TO TRENCH PATCH JOINT, 4' TO 5' WIDTH. PAVEMENT REPAIR PER STD. PLAN (MOD) - 103, SEE SHEET 23/RD-9. 26 SAWCUT AND REMOVE 12" WIDTH CONCRETE SIDEWALK. TEMPORARY RESTORATION PER COR STD. PLAN - 103 (MOD), SEE SHEET 26/RD-9. 27 SAWCUT CURB AND GUTTER TO NEAREST FULL JOINT AND PROVIDE CLEAN EDGE. 20' 10' 0 20' 40' SCALE: 1 "=20' 0 1" 2" TWO INCHES AT FULL SCALE IF NOT, SCALE ACCORDINGLY • U H U w w Oz z w z U) z 0 o 04 o � m � o 04 0 Q Q z af o Y U w 2 o > O � a a 0 a a a w a 0 0 Z � o .° o u N c W .2���� R V m a z Q c 7 > c G O LLI y d� a O ra) w 0E N m Of U W y n/ p O Y LL y y U d R >' m U 0 z U z_ U z Q 0 LL c� z O z W = F- Z p a c� LL U Z O ~ z 0 Z W I 1 V U 0 > z_ Y z O F- z LLI SHEET:15A/RD-1 A OF: 70 JOB NO.: 17534 DWG: PAVE U) w Q Z g 0 Q 0 O N O N 00 N 0 3 Li Q U E- L 0 U N I c 0 0- Q c rn a� 0 0) O O O O rn c U L 0 W N L 4- 0 0 W Z3 c 0 0 c 0 c a� L L Z 0 z w ry \ \ \ C \ LILOUIE #HAN DUE AND 214480- NCOLN TUAN DANG #210-0448286 \ \ 0 ------------------ DC F— w w w � — _ 13+0 _ 00 — _ _ + o — 0 13 N � 10 N W—w— WW W - W - W----- - , �" J V Q VE MARIE AND LINCOLN LOUIE \ KEITH SCHILD #214480-0280 #214480-0276 ----------- RENTON AVE S--------------------- 14+0 15+0 16� O w m w w U) 0 0 co F- U) Lu F- Q RENTON AVE S /H off u" 6Lu OH 7F > 94 - — c p ti O 00 Q - TT fiT fi W / O,o w W � 3 5 6 16 10 13 6 / -0 C c� p> �x o �F\ w �O w CD _ _ _ _ _ - - - > U) 00 17+00 18+00 0/ // i _ / — 20 c CD + CB N0. 3 - CB TYPE 1 / / ,� / / 19 G\ N U) STA. 18+61.8, 28.06' RT / / / 16 w RIM=252.73 Z IL=L`t-14f 12" CONC NW / / - - - - _ _ _ C3 o t j J IE=249.14f 12" CONC SE / 9 11 / / Uo w 2 V — — — — � p`�` G oo Z � ' � �-1-2'.18 D D --- _ p 9( < MINTER LLC � // x�O \ JQH #214480-0487 ` L I,I.�� Q� OH / MINTER LLC �Q #214480-0488 I I'V / / 0 / CON c) / tK / lb/ 10 / GARY MILLER #214480-0520 PAVING PLAN NOTES 1 CAUTION: POTENTIAL UTILITY CONFLICT. VERIFY (POTHOLE) EXACT LOCATION AND DEPTH OF EXISTING UTILITY. SEE ORDER OF WORK. 2 EXISTING UTILITY TO BE REMOVED/RELOCATED BY OTHERS. COORDINATE WORK WITH UTILITY REPRESENTATIVE. SEE GENERAL NOTE 2, SHEET 1 /G-1. 3 EXISTING UTILITY VAULT, MANHOLE, OR FIRE HYDRANT TO BE ADJUSTED TO GRADE BY OTHERS. COORDINATE WORK WITH UTILITY REPRESENTATIVE. SEE GENERAL NOTE 2 SHEET 1/G-1. 4 PROTECT EXISTING UTILITY POLE, PEDESTAL, VAULT DURING CONSTRUCTION. SEE GENERAL NOTE 2 SHEET 1/G-1. 5 CEMENT CONCRETE TRAFFIC CURB AND GUTTER PER CITY OF RENTON STD PLANS 101 AND 103. SEE SHEETS 23/RD-9 AND 24/RD-10. 6 CEMENT CONCRETE SIDEWALK PER CITY OF RENTON STD PLAN 102. SEE SHEET 23/RD-9. 7 CEMENT CONCRETE DRIVEWAY ENTRANCE PER CITY OF RENTON STD PLANS 104.1, 104.2, AND 104.3. SEE SHEETS 25/RD-11 AND 26/RD-12. 8 CONNECT NEW STORM PIPE TO EXISTING CATCH BASIN. CORE DRILL IF KNOCK OUT IS NOT PRESENT. 9 CONNECT EXISTING PIPES TO NEW CATCH BASIN. 10 ADJUST EXISTING CATCH BASIN TO GRADE PER STD. PLAN 101.1, SEE SHEET 24/RD-10. 11 ADJUST EXISTING CATCH BASIN TO GRADE AND FURNISH AND INSTALL FRAME AND SOLID LID. 12 ADJUST EXISTING SEWER MANHOLE TO GRADE PER STD. PLAN 106, SEE SHEET 22/RD-8. 13 ADJUST EXISTING WATER VALVE BOX OR WATER MANHOLE TO GRADE PER STD. PLAN 330.1, SEE SHEET 13/WD-3. 14 EXISTING GAS VALVE BOX TO BE ADJUSTED TO GRADE BY OTHERS. COORDINATE WORK WITH UTILITY REPRESENTATIVE. 15 ADJUST EXISTING WATER METER BOX TO GRADE PER STD. PLAN 320.1, SEE SHEET 1 1 /WD-1. 16 CONSTRUCT CURB RAMP PER DETAIL(S) SHEET 27/RP-1 TO 31/RP-5. 17 CONSTRUCT SIDEWALK END RAMP PER DETAIL SHEET 20/RD-6. 18 CONSTRUCT TRAFFIC CURB AND GUTTER FOR PEDESTRIAN REFUGE ISLAND PER DETAIL SHEET 20/RD-6. SPILL CURB NOTED. 19 ADJUST MONUMENT CASE AND COVER TO GRADE PER THE SPECIFICATIONS AND STD. PLAN HR-04, SEE SHEET 22/RD-8. 20 CONSTRUCT LANDSCAPE BLOCK WALL PER DETAIL SHEET 26/RD-12. 21 CONSTRUCT CONCRETE DRIVEWAY REPAIR. 22 INSTALL BUS PAD PER DETAIL SHEET 26/RD-12. 23 INSTALL PERMANENT VIDEO DETECTION PER THE SPECIFICATIONS. 24 ABANDON EXISTING STORM STRUCTURE AND STORM PIPE PER THE SPECIFICATIONS. 25 REMOVE PAVEMENT TO TRENCH PATCH JOINT, 4' TO 5' WIDTH. PAVEMENT REPAIR PER STD. PLAN (MOD) - 103, SEE SHEET 23/RD-9. 26 SAWCUT AND REMOVE 12" WIDTH CONCRETE SIDEWALK. TEMPORARY RESTORATION PER COR STD. PLAN - 103 (MOD), SEE SHEET 26/RD-9. 27 SAWCUT CURB AND GUTTER TO NEAREST FULL JOINT AND PROVIDE CLEAN EDGE. 20' 10' 0 20' 40' SCALE: 1 "=20' 0 1" 2" TWO INCHES AT FULL SCALE IF NOT, SCALE ACCORDINGLY • U H U U) w w Oz z w G7 z J co z 0 o 04 o � m a o 04 0 QLd Lij Q z 3: � Y U w 2 o w >O a a U Q 0 a Q w a 0 0 Z E 0 •° o u N c W Of R V m a z 0 > c M 0 LLI y 7 d� a �_ O �� w 0E N m Of U w y LL y y U d R 0 z Z U o Z 0 Z W w = F- Z a Z LPL U O _ � O w Z w a I 1 V U 0 > Q z_ Y Z O Z w SHEET:16/RD-2 OF: 70 JOB NO.: 17534 DWG: PAVE do cv OH co W w U, U) w Q Z g 0 ¢ 0 O N O N 00 N 0 3 w Q U v L O U N i I i c 0 0- / Q c O 0) O O O O rn c U O L 0 W q) L 4- 0 O W N D N O c O N L L Z 0 z w ry i / / o / 0 / ANH PHAM AND / KHIET TA / #214480-0777 cb\� / � �� ,/ x � x12" PI C c: PHU BUI #214480-0775 RENTON AVE S I \ \ MISSION WEST FOUNDATION #214480-0774 I D — D — D W fn —T _T T L11 T T T — T T T - T T T T ulVi 0 19 G 24 d' 21 +00 -- cV 22+00 23 i 00 ul Z J V / / SANDRA AND DAVID / GONZALES / #214480-0776 / / / / TESSA COOK / i #214480-0845 / i MISSION WEST FOUNDATION #214480-0765 \ KING COUNTY PROPERTY / \ SERVICES \ #214480-0852 \ / SANDRA AND DAVID GONZALES #214480-0776 T T - — T T T T 2�6+00 T � T � T T T— PAVING PLAN NOTES 1 CAUTION: POTENTIAL UTILITY CONFLICT. VERIFY (POTHOLE) EXACT LOCATION AND DEPTH OF EXISTING UTILITY. SEE ORDER OF WORK. 2 EXISTING UTILITY TO BE REMOVED/RELOCATED BY OTHERS. COORDINATE WORK WITH UTILITY REPRESENTATIVE. SEE GENERAL NOTE 2, SHEET 1 /G-1. 3 EXISTING UTILITY VAULT, MANHOLE, OR FIRE HYDRANT TO BE ADJUSTED TO GRADE BY OTHERS. COORDINATE WORK WITH UTILITY REPRESENTATIVE. SEE GENERAL NOTE 2 SHEET 1/G-1. 4 PROTECT EXISTING UTILITY POLE, PEDESTAL, VAULT DURING CONSTRUCTION. SEE GENERAL NOTE 2 SHEET 1/G-1. 5 CEMENT CONCRETE TRAFFIC CURB AND GUTTER PER CITY OF RENTON STD PLANS 101 AND 103. SEE SHEETS 23/RD-9 AND 24/RD-10. 6 CEMENT CONCRETE SIDEWALK PER CITY OF RENTON STD PLAN 102. SEE SHEET 23/RD-9. 7 CEMENT CONCRETE DRIVEWAY ENTRANCE PER CITY OF RENTON STD PLANS 104.1, 104.2, AND 104.3. SEE SHEETS 25/RD-11 AND 26/RD-12. 8 CONNECT NEW STORM PIPE TO EXISTING CATCH BASIN. CORE DRILL IF KNOCK OUT IS NOT PRESENT. 9 CONNECT EXISTING PIPES TO NEW CATCH BASIN. 10 ADJUST EXISTING CATCH BASIN TO GRADE PER STD. PLAN 101.1, SEE SHEET 24/RD-10. 11 ADJUST EXISTING CATCH BASIN TO GRADE AND FURNISH AND INSTALL FRAME AND SOLID LID. 12 ADJUST EXISTING SEWER MANHOLE TO GRADE PER STD. PLAN 106, SEE SHEET 22/RD-8. 13 ADJUST EXISTING WATER VALVE BOX OR WATER MANHOLE TO GRADE PER STD. PLAN 330.1, SEE SHEET 13/WD-3. 14 EXISTING GAS VALVE BOX TO BE ADJUSTED TO GRADE BY OTHERS. COORDINATE WORK WITH UTILITY REPRESENTATIVE. 15 ADJUST EXISTING WATER METER BOX TO GRADE PER STD. PLAN 320.1, SEE SHEET 1 1 /WD-1. 16 CONSTRUCT CURB RAMP PER DETAIL(S) SHEET 27/RP-1 TO 31/RP-5. 17 CONSTRUCT SIDEWALK END RAMP PER DETAIL SHEET 20/RD-6. 18 CONSTRUCT TRAFFIC CURB AND GUTTER FOR PEDESTRIAN REFUGE ISLAND PER DETAIL SHEET 20/RD-6. SPILL CURB NOTED. 19 ADJUST MONUMENT CASE AND COVER TO GRADE PER THE SPECIFICATIONS AND STD. PLAN HR-04, SEE SHEET 22/RD-8. 20 CONSTRUCT LANDSCAPE BLOCK WALL PER DETAIL SHEET 26/RD-12. 21 CONSTRUCT CONCRETE DRIVEWAY REPAIR. 22 INSTALL BUS PAD PER DETAIL SHEET 26/RD-12. 23 INSTALL PERMANENT VIDEO DETECTION PER THE SPECIFICATIONS. 24 ABANDON EXISTING STORM STRUCTURE AND STORM PIPE PER THE SPECIFICATIONS. 25 REMOVE PAVEMENT TO TRENCH PATCH JOINT, 4' TO 5' WIDTH. PAVEMENT REPAIR PER STD. PLAN (MOD) - 103, SEE SHEET 23/RD-9. 26 SAWCUT AND REMOVE 12" WIDTH CONCRETE SIDEWALK. TEMPORARY RESTORATION PER COR STD. PLAN - 103 (MOD), SEE SHEET 26/RD-9. 27 SAWCUT CURB AND GUTTER TO NEAREST FULL JOINT AND PROVIDE CLEAN EDGE. \ LAKERIDGE DEVELOPMENT \ INC #214480-0851 20' 10' 0 20' 40' 0 1 to2" \x SCALE: 1 "=20' TWO INCHES AT FULL SCALE IF NOT, SCALE ACCORDINGLY i V w w O z z w z U) z O o o � m � o c� D ¢ Q Z � Y U W 2 o > 0 a a U ¢ 0 a a w Q 0 0 Z � o .° o u N c W .2���� u Zo 0 � a >a LLI y 7 d� a �_ O �� w N mOf U a.y w �M LL y y U d R 0 Z 0 z U o LL Z 0 Z W w = F- Z p a c� LL U Z Oy / H � Z 0 w 7 w a I 1 V U 0 > Z_ Y z O it z w SHEET:17/RD-3 OF: 70 JOB NO.: 17534 DWG: PAVE 3 Li Q U E- L O U N c Q / Q c a� O 0) O O O O / U L 0 W N 0 O W N Z3 c N O c 0 L L Z 0 z w ry / Fz _T 29+OC �--�= T — -7- — T �I - LLJ m Q w u, 0 0 0 N 00 M — N U) J LLU - 1' n z m v 35 0 — o m m 4 - - - - _ - - - - - - - - - - - T to I---------�-----___— it I -- SCHWAB #214480-0905 I I I I I I � I i I I SCHWAB #214480-0905 I I I RENTON AVE S 33+00 1 — — — 34+00 — — 1 — — I— — — — — I — — — PAVING PLAN NOTES 1 CAUTION: POTENTIAL UTILITY CONFLICT. VERIFY (POTHOLE) EXACT LOCATION AND DEPTH OF EXISTING UTILITY. SEE ORDER OF WORK. 2 EXISTING UTILITY TO BE REMOVED/RELOCATED BY OTHERS. COORDINATE WORK WITH UTILITY REPRESENTATIVE. SEE GENERAL NOTE 2, SHEET 1 /G-1. 3 EXISTING UTILITY VAULT, MANHOLE, OR FIRE HYDRANT TO BE ADJUSTED TO GRADE BY OTHERS. COORDINATE WORK WITH UTILITY REPRESENTATIVE. SEE GENERAL NOTE 2 SHEET 1/G-1. 4 PROTECT EXISTING UTILITY POLE, PEDESTAL, VAULT DURING CONSTRUCTION. SEE GENERAL NOTE 2 SHEET 1/G-1. 5 CEMENT CONCRETE TRAFFIC CURB AND GUTTER PER CITY OF RENTON STD PLANS 101 AND 103. SEE SHEETS 23/RD-9 AND 24/RD-10. 6 CEMENT CONCRETE SIDEWALK PER CITY OF RENTON STD PLAN 102. SEE SHEET 23/RD-9. 7 CEMENT CONCRETE DRIVEWAY ENTRANCE PER CITY OF RENTON STD PLANS a 0 104.1, 104.2, AND 104.3. SEE SHEETS 25/RD-11 AND 26/RD-12. ' 8 CONNECT NEW STORM PIPE TO EXISTING CATCH BASIN. CORE DRILL IF KNOCK OUT IS NOT PRESENT. 9 CONNECT EXISTING PIPES TO NEW CATCH BASIN. V 10 ADJUST EXISTING CATCH BASIN TO GRADE PER STD. PLAN 101.1, SEE SHEET 24/RD-10. n 11 ADJUST EXISTING CATCH BASIN TO GRADE AND FURNISH AND INSTALL 1J FRAME AND SOLID LID. Z J 12 ADJUST EXISTING SEWER MANHOLE TO GRADE PER STD. PLAN 106, SEE L SHEET 22/RD-8. 13 ADJUST EXISTING WATER VALVE BOX OR WATER MANHOLE TO GRADE PER Q STD. PLAN 330.1, SEE SHEET 13/WD-3. 14 EXISTING GAS VALVE BOX TO BE ADJUSTED TO GRADE BY OTHERS. COORDINATE WORK WITH UTILITY REPRESENTATIVE. 15 ADJUST EXISTING WATER METER BOX TO GRADE PER STD. PLAN 320.1, SEE SHEET 11/WD-1. 16 CONSTRUCT CURB RAMP PER DETAIL(S) SHEET 27/RP-1 TO 31/RP-5. 17 CONSTRUCT SIDEWALK END RAMP PER DETAIL SHEET 20/RD-6. 18 CONSTRUCT TRAFFIC CURB AND GUTTER FOR PEDESTRIAN REFUGE ISLAND PER DETAIL SHEET 20/RD-6. SPILL CURB NOTED. 19 ADJUST MONUMENT CASE AND COVER TO GRADE PER THE SPECIFICATIONS AND STD. PLAN HR-04, SEE SHEET 22/RD-8. 20 CONSTRUCT LANDSCAPE BLOCK WALL PER DETAIL SHEET 26/RD-12. 21 CONSTRUCT CONCRETE DRIVEWAY REPAIR. 22 INSTALL BUS PAD PER DETAIL SHEET 26/RD-12. 23 INSTALL PERMANENT VIDEO DETECTION PER THE SPECIFICATIONS. 24 ABANDON EXISTING STORM STRUCTURE AND STORM PIPE PER THE SPECIFICATIONS. 25 REMOVE PAVEMENT TO TRENCH PATCH JOINT, 4' TO 5' WIDTH. PAVEMENT REPAIR PER STD. PLAN (MOD) - 103, SEE SHEET 23/RD-9. 26 SAWCUT AND REMOVE 12" WIDTH CONCRETE SIDEWALK. TEMPORARY RESTORATION PER COR STD. PLAN - 103 (MOD), SEE SHEET 26/RD-9. 27 SAWCUT CURB AND GUTTER TO NEAREST FULL JOINT AND PROVIDE CLEAN EDGE. 20' 10' 0 20' 40' SCALE: 0 1" 2" TWO INCHES AT FULL SCALE IF NOT, SCALE ACCORDINGLY • U H w w O z z w (D z J U) z O U o o > m � o 04 c� a Q Z � o Y U w 2 o > 0 a a U Q 0 a a a w Q 0 0 z E° o O u N c N ~ Of R V m a Z 0 > c 0 LLI y 7 N a �_ O '.w w Eli 0 N m U w a LL y y U d R 0 Z 0 z_ U oLL Z = O z W w = F- Z O a LL U) z O Z 0 w Z w a I 1 V U C' > z Y Z O F- Z w w SHEET:18/RD-4 OF: 70 JOB NO.: 17534 DWG: PAVE U) w Q Z g 0 ¢ 0 0 N 0 N 00 N 0 3 v Li a v L 0 U N N C 0 0- i a� a c v 0 0) 0 0 0 0 rn c U 0 L 0 W q) L 0 O W N Z3 c 0 0 a� L L Z 0 z w ry COui a W - W 0 0 00 00 M— Fa w J U I / / MARCIA LEON AND ANN WAN RICK LI #214480_0887 #214480-0890 D C ------------ RENTON AVE S------- 0 W 2 co W lu 0 00 o — M Fa- W Z J 2 H C OMINANDOR AND MYRNA RAMOS #214480-0875 � r \ T 2" G G — G��T G G G 6' HIGH BLACK VINYL COATED FENCE / HAO PHAM '214480-0865 '----------- RENTON AVE S X x o _ - -�ll w t. 1' C P FR — I — — 39+00 1 — G G �J / / c: WILBUR REPP #214480-0880 0 1 " CO p R = 12" — U) _--------- 38 W 00 37+00 m m m O CITY OF RENTON #214480-0867 �V\ rOA T G G —GG G Z G 3:Q Of0 w a J CD 3: w w Q0 EDWARD GIESLER I Li / #214480-0866 + MADELEINE AND JOHN \ \ Q MOORE / #214480-0868 5 6 5 — � — — — 40+00 z--- G G - G o PAVING PLAN NOTES 1 CAUTION: POTENTIAL UTILITY CONFLICT. VERIFY (POTHOLE) EXACT LOCATION AND DEPTH OF EXISTING UTILITY. SEE ORDER OF WORK. 2 EXISTING UTILITY TO BE REMOVED/RELOCATED BY OTHERS. COORDINATE WORK WITH UTILITY REPRESENTATIVE. SEE GENERAL NOTE 2, SHEET 1 /G-1. 3 EXISTING UTILITY VAULT, MANHOLE, OR FIRE HYDRANT TO BE ADJUSTED TO GRADE BY OTHERS. COORDINATE WORK WITH UTILITY REPRESENTATIVE. SEE GENERAL NOTE 2 SHEET 1/G-1. 4 PROTECT EXISTING UTILITY POLE, PEDESTAL, VAULT DURING CONSTRUCTION. SEE GENERAL NOTE 2 SHEET 1/G-1. 5 CEMENT CONCRETE TRAFFIC CURB AND GUTTER PER CITY OF RENTON STD PLANS 101 AND 103. SEE SHEETS 23/RD-9 AND 24/RD-10. 6 CEMENT CONCRETE SIDEWALK PER CITY OF RENTON STD PLAN 102. SEE SHEET 23/RD-9. 7 CEMENT CONCRETE DRIVEWAY ENTRANCE PER CITY OF RENTON STD PLANS 104.1, 104.2, AND 104.3. SEE SHEETS 25/RD-11 AND 26/RD-12. 8 CONNECT NEW STORM PIPE TO EXISTING CATCH BASIN. CORE DRILL IF KNOCK OUT IS NOT PRESENT. 9 CONNECT EXISTING PIPES TO NEW CATCH BASIN. 10 ADJUST EXISTING CATCH BASIN TO GRADE PER STD. PLAN 101.1, SEE SHEET 24/RD-10. 11 ADJUST EXISTING CATCH BASIN TO GRADE AND FURNISH AND INSTALL FRAME AND SOLID LID. 12 ADJUST EXISTING SEWER MANHOLE TO GRADE PER STD. PLAN 106, SEE SHEET 22/RD-8. 13 ADJUST EXISTING WATER VALVE BOX OR WATER MANHOLE TO GRADE PER STD. PLAN 330.1, SEE SHEET 13/WD-3. 14 EXISTING GAS VALVE BOX TO BE ADJUSTED TO GRADE BY OTHERS. COORDINATE WORK WITH UTILITY REPRESENTATIVE. 15 ADJUST EXISTING WATER METER BOX TO GRADE PER STD. PLAN 320.1, SEE SHEET 11/WD-1. 16 CONSTRUCT CURB RAMP PER DETAILS) SHEET 27/RP-1 TO 31/RP-5. 17 CONSTRUCT SIDEWALK END RAMP PER DETAIL SHEET 20/RD-6. 18 CONSTRUCT TRAFFIC CURB AND GUTTER FOR PEDESTRIAN REFUGE ISLAND PER DETAIL SHEET 20/RD-6. SPILL CURB NOTED. 19 ADJUST MONUMENT CASE AND COVER TO GRADE PER THE SPECIFICATIONS AND STD. PLAN HR-04, SEE SHEET 22/RD-8. 20 CONSTRUCT LANDSCAPE BLOCK WALL PER DETAIL SHEET 26/RD-12. 21 CONSTRUCT CONCRETE DRIVEWAY REPAIR. 22 INSTALL BUS PAD PER DETAIL SHEET 26/RD-12. 23 INSTALL PERMANENT VIDEO DETECTION PER THE SPECIFICATIONS. 24 ABANDON EXISTING STORM STRUCTURE AND STORM PIPE PER THE SPECIFICATIONS. 25 REMOVE PAVEMENT TO TRENCH PATCH JOINT, 4' TO 5' WIDTH. PAVEMENT REPAIR PER STD. PLAN (MOD) - 103, SEE SHEET 23/RD-9. 26 SAWCUT AND REMOVE 12" WIDTH CONCRETE SIDEWALK. TEMPORARY RESTORATION PER COR STD. PLAN - 103 (MOD), SEE SHEET 26/RD-9. 27 SAWCUT CURB AND GUTTER TO NEAREST FULL JOINT AND PROVIDE CLEAN EDGE. 20' 10' 0 20' 40' 0 1" 2" SCALE: 1 "=20' TWO INCHES AT FULL SCALE IF NOT, SCALE ACCORDINGLY o 0 > m � o 04 0 D w z < Y w o w 00 a 0 ¢ 0 a a w a 0 0 Z � 0 .° o u N N Of R V m a Z Q 7 >a M o LLI y 7 d� a V) O �� w 0E N m Of U w n/ p O Y LL y y U m � m U 0 z 0 Z_ U z Q 0 IL Z O Z W w = F- Z O a LL U) Z O ~ � Z 0 w Z w a I 1 V U C, > z Y Z O Z Lu SHEET:19/RD-5 OF: 70 JOB NO.: 17534 DWG: PAVE Y U) w z g 0 Q O O N 0 N co N \ 0 U) J w 0 I 0 U E- L O U N s_ I 0 w c O 0- a� a c rn N O 0 0 0 0 U t- L 41 O U) Z3 c a) > O c 0 c a� L z 0 z w fy E` EXISTI� /l1 CAAI AAIn TA/'+1/ EDGE OF JT WITH CSS 1 BUTT JOINT DETAIL NOT TO SCALE v D All s ° s v p s v ° v s s v p ♦ s sv s v ♦ pv Pv P s ° s ° ♦ p ► P ♦ ° P ° p • vp ► � • d °• pVA A .0 4 CURB/CURB AND GUTTER . ° \ • �• d • • e• A o PER PLANS ° A/ a •. SEE NOTE 1 d • d v e A • A A RAMP PAYMENT LIMITS ISOMETRIC VIEW CEMENT CONCRETE SIDEWALK CSTC PER SIDEWALK DETAILS 'AVEMENT THICKNESS 4" WIDE ,VING ASPHALT 'LY SAND LATCH EXISTING kND UNYIELDING AIDE VI.VaJ11ED SURFACING TOP COURSE PER COR STD. PLAN - 103. SEE SHEET 23/RD-9. a CEMENT CONCRETE SIDEWALK FLUSH AT GUTTER LANDING - MAX SLOPE OF 1.5% IN ANY DIRECTION. SLOPE NEW HMA TO DRAIN. 4" THICK CEMENT CONCRETE RAMP (NO STEEPER THAN 1:12) LANDING VARIES 5' MIN. /�l!: MAXIMUM d a d • d a • ed A a g"C'°o°oo g'0'a°n g"C'oo g�°oou c aoo •d d • ♦ ELEVATION VIEW 3" HMA 6" CSTC (TYP) NOTES: 1.1 /2" EXPANSION JOINT. 2. SIDEWALK RAMPS SHALL NOT BE POURED INTEGRAL WITH SIDEWALK AND SHALL BE ISOLATED BY EXPANSION JOINT MATERIAL ON ALL SIDES, EXCEPT AT END OF RAMP ADJACENT TO ROADWAY. 3. THE CURB RAMP MAXIMUM RUNNING SLOPE SHALL NOT REQUIRE THE RAMP LENGTH TO EXCEED 15 FEET TO AVOID CHASING THE SLOPE INDEFINITELY WHEN CONNECTING TO STEEP GRADES. WHEN APPLYING THE 15 FOOT MAXIMUM LENGTH, THE RUNNING SLOPE OF THE CURB RAMP SHALL BE AS FLAT AS FEASIBLE. 4. CURB RAMP SHALL RECEIVE BROOM FINISH. SEE STANDARD SPECIFICATIONS 8-14. SIDEWALK END RAMP NOT TO SCALE VARIES SEE PLAN �I �I LL-I oI II H 0 �I =I �I O ZI I I I VARIES SEE PLAN QI �I IILL of II H �I OI ZI 1 -5' SIDEWALK SEE PLAN FOR LOCATION SAWCUT LINE AND BUTT JOINT PER DETAIL, THIS SHEET. EXISTING PAVEMENT SECTION. VARIES 0' TO 16' f SHOULDER SIDEWALK PER COR STD. PLAN - 102, SEE SHEET 24/RD-10. PAVEMENT REPAIR SECTION PER COR — STD. PLAN - 103, SEE SHEET 23/RD-9. CEMENT CONCRETE TRAFFIC CURB AND GUTTER PER COR STD. PLAN - 102, SEE SHEET 24/RD-10. SPILL CURB WHERE NOTED ON PLANS. CL RENTON AVENUE SOUTH CL R.O.W./CONSTRUCTION VARIES TYPICAL STREET CROSS-SECTION RENTON AVENUE SOUTH APPROX. STA. 19+50 TO APPROX. STA. 40+55 12' f LANE MATCH EXISTING NOT TO SCALE CL RENTON AVENUE SOUTH CL R.O.W./CONSTRUCTION VARIES 12' f LANE VARIES 0' TO 25'f TURN LANE/MEDIAN TYPICAL STREET CROSS-SECTION RENTON AVENUE SOUTH APPROX. STA. 9+00 TO APPROX. STA. 19+50 NOT TO SCALE VARIES 3EE PLAN 4" EXPOSED AGGREGATE CEMENT CONCRETE 2" CSTC EXISTING PAVEMENT IF PRESENT MAY REMAIN PEDESTRIAN REFUGE ISLAND/ TRAFFIC ISLAND MEDIAN NOT TO SCALE SECTION 12' f LANE MATCH EXISTING - 3" DEPTH HMA PLANE AND OVERLAY EXISTING PAVEMENT SECTION EXISTING SIDEWALK EXISTING SIDEWALK VARIES i SEE PLAN VARIES i SEE PLAN • U CO w w O z z w z J U) z 0 U o o > m af o c Q w Q Z 3: o Y 0 o > O a U Q 0 a a a w 0 0 Z � o .° O u N c N � 0 Ld `° " m a Z 0 > c O w y 7uj a) a V) O ra) w N m L) a.y Wa)n/ p O Y LL a)4;U d m O Z Z Z U Q � W O In �LL/ Z = a Q Z Q W = z O_ ~ O N cp L,L I 1 V z O U z Y cf) Z W > Q O cn O w cn a � U W H SHEET: 20/RD-6 OF: 70 JOB NO.: 17534 DWG: STD -DETAILS CEMENT CONCRETE DRIVEWAY ENTRANCE - TYPE R1 SEE STD. PLAN 104.1, SHEET 25/RD-11. 315 � 310 i 305 U) W Q Z g p Q 0 O N O N 00 N O 3 ry p U L O U N i 4- (D U C O Q / N O Q c O O O O O / U O L 0 U) q) 0 O U) Z3 c N O c O N L L i z O z w ry / -1.00; -1 1.007 101+80 DRIVEWAY H: 1 "=5' V: 1 "=5' GENERAL NOTES OFLOWLINE ELEVATION O2 BACK OF SIDEWALK OMATCH EXISTING GROUND AT RIGHT-OF-WAY I 315 I r 310 I 305 0 00 -70 —TO 1 2 3 �� 1p' LO _ _ o N M OM OM O+ l +r7 a� a� Q� 1ll V)W (n W N W N W -1.53% -2.10% -1.50% - 7.44q 102+20 DRIVEWAY SCALE: 1 "=5' I I I LO + O H: 1 "=5' V: 1 "=5' CEMENT CONCRETE DRIVEWAY ENTRANCE - TYPE R1 SEE STD. PLAN 104.1, SHEET 25/RD-11. 0+150 0 1" 2" TWO INCHES AT FULL SCALE. IF NOT, SCALE ACCORDINGLY • U M"I ^lam V U) w w O z z w z H J U) z O U C14O O > m � p Q z o Y U W o > O a p p U Q p Q W Q c p 0 Z_ o o u N c (N R V m a Z 0 > c m O M.y 7 N � � a �_ 0 ra) w Ej 0E N m Of U w y n/ p O Y LL y y 1 U d R 6 z V z U z Q O IL c� Z V)w O LLI J_ Z = w Lu � a U LL a W r = `O} z z 0 p w V 0 Q z_ z Y O F- z w w SHEET: 21 /RD-7 OF: 70 JOB NO.: 17534 DWG: DRWYS Y U) w a z g Q 0 0 N O N 00 N 0 J w 0 0 U) U 0 U L I 41 U) a / U) a C U) N O 46 0) O O O O / U L U) 41 O U) N Z3 N a c O c N L LO r- i z 0 z w ry / COVER PER STID PLAN 401 SEAL WITH AR 4000 OR APPROVED EQUAL AND DRY SAND AFTER PATCHING D,1 Tf LiUn ADUA OWN N I�) OUTSIDE DIAMETER OF ADJUSTMENT RING AND x BOTTOM OF CASTING FRAME (SEE NOTE 6) MORTAR JOINT(S) (3/8" MIN.--1" MAX.) SEE NOTE 3 AND SPECIAL PROVISON 7- 05.3(1). 1 DEPTH OF HMA TO BE 2" BELOW THE BOTTOM OF THE UPPER ADJUSTMENT RING OR A MINIMUM OF S" WHICHEVER IS GREATER. ADJUSTMENT RING (2" MIN.). SEE NOTE 4. SECTION A- A 1. REMOVE PAVEMENT AND BASE MATERIALS FOR A DISTANCE WHICH IS EQUAL TO THE DIAMETER OF THE FRAME PLUS TWO FEET. ADJUST CASTING FRAME TO PAVEMENT SURFACE USING RISER RINGS AND MORTAR. 2. REPLACE EXCAVATED MATERIAL WITH A MINIMUM OF 8" OF HMA CLASS'" PG (34-22 (OR TO A DEPTH THAT IS 2" BELOW THE BOTTOM OF THE UPPER ADJUSTMENT RING; WHICHEVER IS GREATER) OR AS APPROVED BY THE ENGINEER, J. ALL JOINTS BETWEEN THE CONE, ADJUSTMENT RINGS AND FRAME SHALL BE MORTARED, MORTAR SHALL BE A'STM C270 FOR TYPE S. • PUBLIC WORKS � DEPARTMENT N01L`Z)' 4. ADJUSTMENT OF THE FRAME TO GRADE SHALL BE ACCOMPLISHED WITH ADJUSTMENT RINGS AND MORTAR ONLY. THE USE OF SHIMS IS PROHIBITED. 5. ALL MORTAR JOINTS SHALL REMAIN VISIBLE UPON COMPLETION. 6. X =1'-0" M I N . TO 2' S" MAX. TYPICAL UTILITY COVER ADJUSTMENT FOR P"EMENT OR OVERLAY STD. PLAN — 106 AdmintrLrator DATE 1p 1 W/721/ AC 4X0,$ G)PYS4ND 4/r-7r-A AA" TC 11A,0 4 GO"C. �1 COMPA C SAND �•I 5450T/C v NOTE: elo 4- ELEI�T/OrV MONUMENTG�TiI/G. _ JG0,: CDMf�GT/Ulf/ STANDARD MONUMENT CASE AND COVER WASHINGTON STATE DEPARTMENT OF HIGHWAYS 1976. THE CASTINGS SHALL BE GRAY-!RON CASTINGS, ASTt4 DESIGNATION A-48, CLASS 40. THE COVER AND SEAT SHALL BE MACHINED SO AS TO HAVE PERFECT CONTACT AROUND THE ENTIRE CIRCUMFERENCE AND FULL 14IDTH OF BEARING SURFACE. WHEN THE MONUMENT CASE AND COVER ARE PLACED IN CONCRETE PAVEI.IENT, A CEMENT CONCRETE BASE WILL NOT BE NECESSARY. SEE CITY OF RENTON SUPPLEMENTAL SPECIFICATION SECTION 7-05.3(1) FOR ADJUSTMENTS TO GRADE. Monument Case & Cover ADOPTED U A •s� CITY OF RENTON + + STANDARD PLANS LST DATE:1-Feb-89 DWG NAME: HR•04 SP PAGE: H031 • U H U) w w Oz z w z D U) z 0 o o m o 04 0 Q Q z � Y U W 2 6 W 00 a a U Q 0 a Q W 0 Z � o .° O u N c N Of R V m a z 0 > 0 Ld y 7 N'a a V) O .a) W N mOf U a.m W =� LL y y U u 6 z 0 Z_ U z Q 0 IL c� Z O V) w J z = a Lu F- o LL � a O = � a ~ 0 w � I 1 V U > 0 z_ Z Y O F_ Z I.IJ SHEET: 22/RD-8 OF: 70 JOB NO.: 17534 DWG: STD —DETAILS ma Y U) w Q z g Q O O N O N 00 N O cvi J a w 0 0 V) U / 0 U W L i 41 U) t3 Q / t3 a C O 46 0) O O O O / U L a) W 41 O N D N t7 c O c N L LO i z O z w ry / BOLTHOLES — 3 PLCS EQUALLY SPACED 120' APART ON 23 1/16' (586min) DIA B-C, (SEE DETAIL) COVER & FRAME PLAN VIEW 25' DIA. [635mml 1' 3/4' [25mml [19mml �I 8 3/4' 2 1/2' }� [222mm3 C64rtirti) TYP COVER SECTION VIEW 26 1/2' DIA [673mml 25 1/4' DIA 1641mml 1 1/16' 1/4' (Gr m) DIA 127mml NEOPRENE GASKET KIN 6r [152mml s 23 3/8' DIA CL OPEN [594mm) 27 5/16' DIA C694mm) 34 1/8' DIA Ce67r,MJ FRAME SECTION VIEW NOTES: COVER BOTTOM VIEW (3) BLT 1/8, 13mml SOC. (ALLEN HEAD) 5/8'-ll X 1.5 SS RUBBER WASHER BOLTING DETAIL 1/4' 1 1/16, 16mm] C27r,m] r t:l 1/8` CR3mml GASKET GROOVE DETAIL 1. ALL COVERS SHALL BE LOCKING LID PER EAST JORDAN IRON WORKS INC. No. 3717C1 OR EQUAL. 2. USE FRAME AND COVER FOR STORM (SPECIFY "DRAIN" ON COVER), SANITARY (SPECIFY "SEWER"), OR WATER (SPECIFY "WATER"). STD. PLAN - 401 ' B' f NOT TO SCALE MANHOLE FRAME AND COVER SEE STD. PLAN 401 ADJUSTMENT RINGS AND MOTAR JOINTS SEE NOTE 5 CONE (ECCENTRIC) RUBBER GASKETED JOINTS IN ACCORDANCE WITH ASTM C-443 STEPS -- POLYPROPYLENE STEPS SHALL BE INCLUDED CONCRETE RISER BY PIPE INC., OR APPROVED EQUAL. LADDER -POLYPROPYLENE SHALL BE ATTACHED TO MANHOLE MAX. PIPE SIZE - 'E' CONCRETE SHELF PRECAST BASE SECTION OR CAST IN SHELF. tA' 'B' 'C' rDt `E' 48" MH 489' 6t' MIN. 5"MIN 24" MIN. 21" 1. D. 54" MH 54" 8" MIN. 5.5" MIN. 24" MIN. 24" I.D. 60" MH 60" 8" MIN. 6to MIN. 42" MIN. t 30" I.D. NOTES: 1. STEPS TO BE POLYPROPYLENE SAFETY STEPS. 2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED. 3. CASTING SHALL BE PER STD. PLAN 401. 4. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE. 5. ADJUSTMENT OF THE CASTING TO GRADE SHALL BE PER STD PLAN 106. THE USE QF SHIMS IS PROHIBITED. 6. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING CHANNELING, COATED (SEALED) WITH A HIGH SOLIDS URETHANE COATING; WASSER MC-AROSHIELD OR APPROVED EQUAL; COLOR OF COATING SHALL BE WHITE. 7. RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE WITH ASTM C-443. 8. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 OF THE INSIDE DIAMETER OF THE LARGEST PIPE. 9. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK ADAPTOR, KOR-N-SEAL BOOTS OR APPROVED EQUAL. 10. IN UNIMPROVED AREAS, MANHOLES SHALL EXTEND A MINIMUM OF 6" AND A MAXIMUM OF 12" ABOVE FINISHED GRADE OR MUST HAVE A MINIMUM 2' DIAMETER CONCRETE RING POURED AT GRADE. IN PAVED AREAS, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. 11. MANHOLES OVER 20' DEEP SHALL BE A MINIMUM OF 60" IN DIAMETER. "* PUBLIC WORKS APPROVED: w PUBLIC WORKS APPR y DEPARTMENT MANHOLE FRAME AND COVER 1[ 3 DEPARTMENT STANDARD SANITARY MANHOLE Y mmemun Works Administrator DATE STD. PLAN - 400.1 Gregg Z.mmetmw Public Works Administrator DATE • U H w w O z z w z J D U) z 0 U o o > m � o 04 D aLd Lij Q z 3: � Y U w 2 w >O a a U Q a w a 0 0 Z � o .° o u N c N 0 R rn a > r= LLI y 7 N'a a �_ O ra) w 0E N m Of U w y LL y y U d R jz6 0 z U z Q 0 LL z O V) w J z = a Lu F- o LL � a O = � a O w I 1 V U > 0 z Z Y O F_ z w w SHEET:22A/RD-8A OF: 70 JOB NO.: 17534 DWG: STD -DETAILS ma Z Q 0 0 N O N 00 N 0 i cn c 0 r / cn O V) 0 TF-1= nF A DDD(IDDI A TC C17C -R" BRAND STAINLESS ADJUSTABLE CLAMPING ETS OR APPROVED EQUAL JD E DIAMETER OF WNSTREAM PIPE NOTES: 1. SANITARY SEWER MANHOLE DROPS ARE ONLY TO BE USED UPON APPROVAL BY THE WASTEWATER UTILITY SECTION. 2. ALL PIPES AND FITTINGS SHALL BE SIMILAR SIZE AND MATERIAL AS INCOMING MAINLINE. 3. MINIMUM SIZE MANHOLE FOR INSIDE DROP CONNECTION SHALL BE 60" DIAMETER. 4. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK ADAPTOR, KOR—N—SEAL BOOTS OR APPROVED EQUAL. 5. WITHIN A 60" DIAMETER MANHOLE, THE MAXIMUM ALLOWABLE DIAMETER OF THE INSIDE DROP PIPING IS 12". INSIDE DROPS EXCEEDING 12" IN DIAMETER OR MULTIPLE DROPS SHALL BE REVIEWED BY THE WASTEWATER UTILITY AND MAY REQUIRE A LARGER DIAMETER MANHOLE. 6. "RELINER" BRAND STAINLESS STEEL ADJUSTABLE CLAMPING BRACKETS OR APPROVED EQUAL SHALL BE INSTALLED WITHIN 6" OF BOTH BELL AND SPIGOT ENDS OF EACH DROP PIPE. IF DROP PIPE LENGTH EXCEEDS 5 FEET THEN CENTER STRAPS SHALL BE INSTALLED WITH A MAXIMUM SPACING OF 4 FEET ON CENTER. BRACKETS SHALL BE ATTACHED UTILIZING STAINLESS STEEL EXPANSION BOLTS, MIN. 2 EACH AT CONNECTION POINTS. STD. PLAN - 402.2 PUBLIC WORKS INSIDE DROP CONNECTION APPROVED: DEPARTMENT FOR SANITARY MANHOLE Gregg Z,mmerman Public Works Administrator DATE • U H U U) w w O z z w (D z J U) z O U o 0 > m � o 04 0 a Q z o Y U W o > 0 a U Q 0 Q W Q 0 0 Z �0 0 . o u N c N °" m a z 0 -71 > c 0 LLI y 7 N'a a �_ O r d W V) Of U a.y W n/ p O Y LL y y U d R 6 z 0 z U z Q 0 LL c� z O V) w J z = a Lu F- o LL � a O W � Q ~ o w I 1 V U > 0 z_ z Y O F- z Lu SHEET:22B/RD-8B OF: 70 JOB NO.: 17534 DWG: STD —DETAILS Y cn w Q Z Q i 0 Q LO O O N 0 N ;b N 0 Q w C) 0 Cn / U 0 U Q) 1 Cn C 0 r / a� Q Cn O M 0 0 0 0 / U 0 co O W N c N > 0 c O c N r� Z 0 z w ry / 73 EXISTING ASPHALT PAVEMENT (9" TO 10") SAWCUT (SEE NOTE 2) I_ I ROADWAY EXC. LIMITS (TYP.) ARTERIAL STREET MINIMUM 7" HMA (or ACP Class B) (SEE NOTE 1), OVER 6" CRUSHED ROCK RESIDENTIAL STREET MINIMUM 4" HMA (or ACP Class B) (SEE NOTE 1), OVER 6" CRUSHED ROCK --- - -- - 4' TO-5' - -- - -- -- NOT TO SCALE NEW CURB & GUTTER PER COR STD. PLAN — 101. 1LJ/1 I V 1 I NIVVTITUTtFOR SUBIONOTES: CRUSHED ROCK 1. MUST MATCH EXISTING THICKNESS IF GREATER. 2. SAWCUT SHALL BE POSITIONED 1' — 0" BEYOND EDGE OF DAMAGED PAVEMENT. SEE BUTT JOINT DETAIL SHEET 20/RD-6. 3. THE IN E 0 HiS ESIGN lS TO DESCRIBE PAVEMENT PLACEMENT AT THE GUTTER FACE. SEE STANDARD PLAN FOR CEMENT CONCRETE CURBS. ♦ ♦ PUBLIC WORKS DE PARTMENT CURB AND GUTTER REPLACEMENT AND PAVEMENT REPAIR DETAIL EXISTING CONC. SIDEWALK i (APPROX. 4'-6") 4'-0" MIN. 12" 6" TEMP WALKWAY kLK 2 HMA OVER 2"CSTC 4 1 m I d APPDX. STA. 10+77, RT TO STA. 12+65, RT ONLY MODIFIED STD. PLAN — 103 6"I RAISED EDGE DETAIL LEVEL 112' EXTEND SIDEWALK TRANSVERSE 1t2" (IN) R JOINTS TO INCLUDE MSED EDGE ca rr 1* (IN) R. i • .�e . t .SIDEWALK ALL CUT hr1iN SLOPES 112- (1N') R. (T'YR) �. 2,0"A 1 41.5% Ole - BRIDGE C?R PEDESTRIAN RAILING 8&RRIER - SEE CONTRACT PLANS FLUSH VERTICAL WALL SEE DETAIL FOR SIDE TREATMENT SEE OTRER SIDEWALK SECTIONS ADJACENT TO CURB SIDEWALK 112' (IN) R (TYP ) \-318- (IN) PREMOLDED 1 r JOINT FILLER ADJACENT TO CURB AND FILING OR WALL SIDEWALK BUFFER STRIP _I_ •1 . *� 1.5% (SEE NOTE 10) r°112' ((IN) R. S " '' -) 1.5% MIN. FINISHED GRADE 1" (IN) BELOW TOP OF CONCRETE SURFACE FOR PLANTING - FLUSH IF PAVED - ADJACENT TO BUFFER STRIP 1, .. I 6.,I SIDEW. I 1 • �' 1' 0. ROU DING2.0 SEE RAISED DETAIL -- THIS ; FOR CURES DETAILS SEE STD PLAN 101 1 112 - (IN) R (TYP.) 1.5% a� WITH RAISED EDGE. 2' - c,- I SIDEWALK %'IN IIr (IN) R (TYP.) ROU DING FOR CURB DETAJLS SEE STD PLAN 101 SIDEWALK ADJA FOR CURB DETAILS SEE STD PLAN 101 •_- - ADJACENT TO CURB (S T FEP FILL SLOPES) �WALL OR HARRIER I S I D E W i%LK y ) -NrlPREMOLDED JOINT FILLER CENT TO WALL DETAIL .+� ♦ o � M 10 "o 6" 0 : GL NOTES 1. Four #Erct of the sidewalk width shall be the minimum pedestrian accessible route (PAP; tree of vertical and horizontal obstructions, Gratings, AccessCovers, Junction Boxes, Cable 'Vaults, Pull Boxes and other appurtenances within the sidewalk must be flush with surface, and snatch grade of the sidewalk. 2. Monolithic Cement Concrete Curb and Sidewalk Is not permitted In new For Other referenced NOTES sae construction. When replacement work STD PLAN 104.2. necessitates a Monolithic Cement Concrete Curb build per WSSDOT Standard Plan F-30.10-03. Paved surfaces must comply with 3. CDncretc t© be 4,f�ti[l flSL STD PLANT 102.1 as applicable. AllPUBLIC WORKS DEPARTMENT 318- (IN) PREMOLDED JOINT FILLER TYPICAL WHERE APPLICABLE FOR CURB DETAILS SEE STD PLAN 101 EXISTING ROADWAY fir', CI�IJSFEEE] Rack I5 M ��+sir • ::::A/ tcRUS- HED SURFACING TOP COURSE (CSTC) OMPACT TO 95% MODIFIED PROCTOR (UNLESS REQUIREMENTVWArVED BY ENGINEER) TYPICAL UNDER ALL CURB, GUTTER & SIDEWALK. CSTC UNDER CURES & GLITTER TO BE 6' THICKN'ESS OR MATCH EXISTING ROADWAY CRUSHED ROCK BASE, WHICHEVER IS GREATER (TYP FOR ALL CURB & GUTTER). 1 FINISHED GRADE 1' ON) BELOW TOP OF CONCRE 1 SURFACE FOR CLJRB DETAILS SEE STD PLAN 101 o r CONTRACTION JOINT IN SIDEWALK ONLY FULL -DEPTH EXPANSION JOINT IN BOTH CURB AND SIDEWALK (SEE STO PLAN 101.11 JOINT AND FINISH DETAIL La t s r I • # •{� .h Y PREMOLDE JOINT FILLER E FULL -(DEPTH EXPANSION JOINT CEMENT CONCRETE SIDEWALK • BROOMED FINISH OR MATCH EXISTING 4" WIDE, SMOOTH TROWELED PERIMETER CEMENT CONCRETE CURB (CURES AND GUTTER SHOWN) FOR CURB DETAILS SEE STD PLAN 101 z 118" TO 114" r t r C CONTRACTION JOINT STD. PLAN — 10 • U V L Lu 1"1 w O Z Lu w � z J Z 0 o O > m o c� Q w Q Z < ct Y w = o W 00 a a U Q a w 0 Z_ E o o u N N ~ W c � f6 u m Z 0 > :� 0 Uj n 7 a) d V) O =� w 0 •y N m U W = y O Y W-0 LL y y U 0 Z Z_ U Z Q 0 LL Z = O W Cn H 9 Z = a UU UL Cn a O = � a o W � I 1 V C)> C, z Z Y O F_ Z LU SHEET: 23/RD-9 OF: 70 JOB NO.: 17534 DWG: STD —DETAILS Y w Q z g Q U-) O O N O N 00 N O J H W 0 i 0 U) U / 0 U 41 U) C O Q / a C O O O 0 O / 0) U L 41 D O N Z3 c N > a c O c N L LO i z O z W fy / 3/8" PREMOLDED JOINT FILLER (TYP) 1 /2" R. w SEE NO E2 3/13"R X 5/8"f ni �►ar.�v ininiT 2t r 0" FACE CENTERLINE OF CURB FRAM E d► GATE fi 1 /2" 13" 5 1/2 n 1It (1.08') 1" R. MATCH ROADWAY SLOPE 1" R• RECE$8 , r � D G v D r .a . r • � r r p., r 1. �> 'n w SECTION GENERAL NOTES: . The intent of this design is to facilitate the removal of a catch basin with minimal disturbance of the Curb. . The expansion joints of the adjacent sidewalk shall be adjusted to be In fine with these curb' expansion Joints. r PUBIIC WORKS DEPARTMENT J .I PLAN VIEW FRAME AND GRATE — NOT INCLUDED IN CURB AND GUTTER BID ITEM TOP OF ROADWAY ADJUSTMENT SECTION _ NOT INCLUDED IN CURB AND GUTTER BID ITEM CATCH BASIN - NOT 04CL.UDED IN CURB AND GUTTER BIG ITEM J `� \ I i/ gr�ic VIEW CEMENT CONCRETE CURB INSTALLATION AT CATCH BASINS SEE NOTE 2 CEMENT CONCRETE CURB AND GUTTEIFt STD. PLAN — 101.1 PROVED: FACE OF CURB 6 112" 51/2" 1'" 1" R. 1:24 1 TOP OF 1 /2" R. ROADWAY t O SPILL CURB (REVERSE SLOPE) FOR TRAFFIC T ISLAND MEDIAN AND 1 5,r PEDESTRIAN REFUGE ISLAND AS NOTED ON PLANS. > CEMENT CONCRETE TRAFFIC CURB AND GUTTER FACF. OF ADJACENT CURB fi 1/2"10,­_ FLUSH WITH GUTTER PAN AT SIDEWALK RAMP ENTRANCE 1:12 1,24 TOP OF 112" R. ROADWAY ■ t� 1 i �rr DEPRESSED CURB SECTION AT SIDEWALK RAMPS 318 " t i PRENIOLDED JOINT FILLER E FULL -DEPTH EXPANSION JOINT 6'" CEMENT CONCRETE 112" R. 1 R SIDEWALK RAMP OR LANDING VARIES � FROM � 6"TO0 j 6" F 3I8" PR'ENIOLD'ED JOINT FILLER CEMENT CONCRETE PEDESTRIAN CURB AT SIDEWALK RAMPS AND LANDINGS 6 112" r r moll FACE OF ADJACENT CURB SE DEPRESSED CURB DETAIL THIS SHEET I 1:24 1 TOP OF ROADWAY DEPRESSED CURB SECTION AT RESIDENTIAL DRIVEWAYS ONLY. FOR COP• INIERCIAL DRIVEWAYS SEE STD PLAN 104.2 FACE OF ADJACENT CURB GUTTER SURFACE 1 /2" R. r- 6 1/2" � r 5 112"' 1,i +i ! - 8 1 /4" 1" R. FACE OF CURB CEMENT CONCRETE TRAFFIC CURB DEPRESSED CURB DETAIL AT RESIDENTIAL OR COMNIERCI'AL DRIVEWAYS, AND ALLEYS GENERAL NOTES: 1. See standard Mans 102 and 101.1 for curb expansion and contraction joint spacing. 2. Expansion joint shall be full depth, 3/8" (in.) prernolded joint filler. 3. For Depressed 141anolithic Driveway Curb & Getter Section, see Standard Plan 104.2 PUBLIC WORKS •+ DEPARTMENT CEMENT,CONCRETE CURBS TOP OF ROAD' .AY MODIFIED STD. PI.N — 101 • U V Lf-1 w w O z 00 w z J U) z O N o > m � o c� Q w Z < o Y w o UJ > O a U Q 0 a a Q w C 0 0 Z � o .° o u N c N LU R V m a z 0 c 7 > C G O UJ y 7 O r w 0 N0. m U W = y n/ a) O Y LL y y U d R 6 z z U oLL z O 9 I J z = a WUU o UL Cn a O = � a o W � I 1 V U > C, z_ Z Y O F_ Z LU SHEET: 24/RD-10 OF: 70 JOB NO.: 17534 DWG: STD —DETAILS Y cn W Q z Q 0 a L0 0 0 N O N 00 N O vi Q w 0 0 Cn U / 0 U N a� Cn c 0 r / Cn O O O O O C U L W N L O W N 73 c a) 0 c O c a) r� i z 0 z w ry / 1+i VAPA*5 ii �A E NDF DTE!j-- 10 LF OF PAVEC t *%T-WAY RtiU REC W E XP API -h Jr t►. T (TrP 1 ISEE STO PiAX IM 11p, SM el07E S ISEJE Non M: i CEIIA NT CITE S�NMAUfw f GLIE:STItJCTlQM3R�T r ,. -- RA4tP tfarttls t2R ty " SEE DiM I Ca%cAETE tt'�Erri B E GUTTER siLOPE frfp> ` (SEE NOTIE 31 14 sue. N TR,AF.ToOk IQe . (T► P. , (SEE 510 Pt-Ak IC24 PLAS VIEW VAR*5 SIE At11 st3! LL h'*4 %JA.X. SEE NOTE AITYPk i 1 X r yey 1 1 If' bt N ClaeAW GCNCW rE I� MMA}it A IV EXPMS'O'N RD*T r(P:1 SECTGN (SIFF STD PLAN 10Z _ err it rryp.1 10% OIFF'EAFetGE N 3LOK rwt --._, S nft W CWE SKOPONE' AMAPARD1 _ tnA Ci;j11E1MAY �� "t CEMEN T G Drf;TE - 5 iDMALLK DEPOMSSED CUM L GjjlrTE It mf rVdtE CE%&liT clm'm C-URB & GUT" ME NDTE 2E TES see STD. PLAN 104 EEMeNT CONCRETE GUPJ3 a BUTTER (SEE NOTE 3) CENT DEPRESSED M0N<Y-rP41C CON S `ti-- CURB & t_iLlT`Y' R rA SIDiEWA,LK '+ ,. . •_ (SEE UEa AIL THS SHEET) TYRE C21:3 — ISOMETRICVIEW (COMMERCIAL. WITH BUFFER) NOTES 1. When a driveway width exceeds 15 feet, construct a full depth expansion joint with 3180 joint Pillar ela-g the driveway lane finias (see std. plan 102). Gonstruct expansion Ants parallel wfth the centerline as required at 15' maximum spacing when didvew►sy widths exceed 30'. 2. See std. plan 102 for s1dewalk details. 3. Curb and gutter s'F own, other curb designs may be specified. See etd. plan 101 for curb details. 4. Not used. 5. The engineer will design all driveways toMude ell Ions at all points marked with symbol "X'. All elevatiom we at the back of cufb top on uphill sklle 6. Not used. T. For Drlv'ew+ay Widths see DRIVEWAY STANDARDS (See NOTE 10), The expansion jo(rfs (see etd. plan 102) skull be spaced as shown in tho corresponding %offWrt view. 6. Slopes shall comply with sections R303.2.1 or R303.2.2 or R303.2.3 of the Revised Dmft Guidelines for Accesgible Public I #a-cf-Way of Novemba 23, 2005 (PRC?WAG). 9. Curb returns for any Type C-MAX Drtveway may be appraved on a case by-c a 'basis. 10. STREET STANDARDS - Renton Municipal Code (RMC) Title IV Development Regulations CHARTER 6 STREET AND UTIUTT` STANDARDS Section 4-"60 STREET STANDARDS DRIVEWAY STANDARDS = Renton Municipal Code (RMC) Title FV Development Regulations CHAFTER 4 CITY-W]DE PROPERTY DEVELOPMENT STANDARDS Section 4-4-M PARKING, LOADING MAID DRIVEWAY REGULATIONS W-, C COWRA rfON JONT are pukN 142 b � � 4 F AZZ OF CLRD oLFTA& e T lr ON THIS SHEET t1'r R �xY _ r • • �, la r "NTS SIALL BE FULL D PTH DEPRESSED MQN0LrFHtC CURB A GU i TER 00AIL FACE OF ADJACENT CURB I 3 � P- r .-- --C I=R SURFACE V FL r 7 � r DEPRESSED CURB DETAIL AT RESIDENTIAL OR C� K*ARCtAL DFUV€WAYS. AND ALLEYS Ddvemy Example: TYPE C18 ._� R= Real C--c rr0rr-`&1 - -- - -j 'I I Number of Lanes --- (MM=-A Lane Gorn"Cbai) A -Buhr (Plardkig SirR) 8'arknNo Buffer - SM. PI" _ 104.1 ' S CONCRETE DRIVEWAY �' PUBUC WORKS � � 1104.E P��Li� ���� ��� � CEMENT ����#"� ��VE�r l� _ DEPARTMENT ENTRAN C E TYPE R1 l_� �� � �. � _ ��_ 1J�.► ����! � 4. �► �P �►RT�.'[E�4`I' ENTRANCE NOTES D DETAIL � l' F��,. � �.... _ T N > � 0 m 0 0 Q LLI > Z Y O Q w CL 0 U Q 0 a_ a_ Q W Q 0 Z 0 E0 w 2 c c 16 > c 0 N Ld m Q_ V) ~ Z O N 7 N 3 F- V) Ua) Nw 1.6 01 Q Y =: O LLI U)m Y d 0 Z z U oLL Z O z LLI = F- J a o IL O ~ O (n W Q �1 V U C, > Q Z_ Y Z O F— Z LU SHEET: 25/RD-11 OF: 70 JOB NO.: 17534 DWG: STD -DETAILS Y U) w Q z g r) Q O O N 0 N 00 N 0 3 v U) _I Q w n I 0 / U v L O U I i c a� Q c a� v O 0) 0 0 0 0 U L U) 4- 0 O U) N D N > O c O N L L z 0 z w rr 110:1Em (It CLUDES SIDEWALK RA APSi 61 Ot - ` VA3i'.Es tE NOTE 7, — (SEE NO TE d; 10 LF OF PAVEO DRE EWAY MQUOtED I It E)LP'AfiSVt JOWT (TYP.i (SEE $70 PLAN 1321 RJ 03P ►YlTH 12ri W SLOPE ITYP.) a a• CONTRACT101Y JCNNT Carp, (SIFE SrO PLA" tltj "16 "at f 6 f" :T101V AW41 SEE NOTE 1 PLAN VIEW VAJOES �I _ 6 kwo. _ f (SEE W7E 6) CEWFd7 CONCRETE culls a Our'(ER "sa NOTE 3 f CErAENn CONCRETE S IC)EWA "LK -O a 3% a t" 5EE NOTE S (1 i` i ° s f a , f 5' Film G` MIN CEa1AW CONCRETE 6' ANN SDK 13' E:X.PANSION JOINT {TYP 1 SECTI0fi4 1 n } SEE 5TE7. PLAT 102 112 R It 1 fl�v. DIFFERENCE IN SLOPE VV1 X --� DRIVEWAY W!�IINE SLOPE 151-OPES40WNEXAGIARA?EDI opmvmy QRPJE'1 kY W Rf.LATiV'E- NEC:A1rVE SLOPE $L0PIE-_r SHOWN E"GGE TEO1 r .r' CENT rrT S"WALK TYPE R1 S ISOMETRIC VIEW (RESIDENTIAL WITH BUFFER) OEFliESSED _:LM b G+JTTEA SEE ff0TE 1, SEDEWAA K W1[)N _1v, p ' t4.nAmu 1 _ _ •4 b i+alr+1. r•Mre� i'E Qhi CEMENT CC1NM71li C UFtS S GUT TER ISEE NOTE 31 ru- PUBLIC WORKS CEMENT CONCRETE DRIVEWAY D PART -I E N' - TYPE RIB s ENTRANCE For MOTES STI PLAN 104.2 ST FLA.Ni - 104.3 P P po.k' ) t SURFACE RESTORATION,- 4" DEPTH TOPSOIL AND HYDROSEED. 2H; l V Mqx CRUSHED SURFACING --T COURSE 12" MIN. HORIZONTAL THICKNESS BLOCK CAP UNIT FILL IN VOIDS W/ CRUSHED SURFACING TOP COURSE Q 1$Lj = FINISHEDLO GRADE AT Q = N SIDEWALK D Z 12" 6" COMPACTED DEPTH (95%) CRUSHED SURFACE TOP 24" COURSE LEVELING PAD. NOTES: 1. MODULAR BLOCK WALL STANDARD BLOCK UNIT IS 8"X18"X12'. 2. DRAIN PIPE TO CONNECT TO DOWNSTREAM STORM SYSTEM PER PLANS, OR AS DIRECTED BY THE ENGINEER. LANDSCAPE BLOCK WALL NOT TO SCALE EXISTING PAVEMENT -EXISTING CURB EXISTING WALKWAY EDGE OF NEW CONCRETE PAD AT UPHILL SIDE AND FRONT TO MATCH EXISTING PAVING AND SIDEWALK 3/4" CHAMFER ALL : SHELTER LEG EXPOSED EDGES (REF) 4" MIN 6" WIDE PED. CURB „2% MAX. T GRADE dd 0C. J,o 6 a1.1 GRAVEL BACKFILL AS REQUIRED COMPACTED SUBGRADE #4 @ 12" OR 16" O.C. VERT BEND PER SLAB REBAR SPACING (ALTERNATE BARS INTO PAD) PROVIDE 2" MIN COVERAGE B-30 SHELTER FOOTING B CROSS -SLOPE SECTION - NTS 3'-0" 4'-0" 3'-0" VARIABLE 3'-0" 4'-0" 3'-0" /1 n' n" AAAVN BUS ZONES ARE PAINTED ON TOP AND FACE OF CURB BUS ZONE PAINTING DETAIL NTS GENERAL NOTES 1. NEW WALKWAYS AND LANDING PADS SHALL BE BUILT TO MATCH WITH EXISTING SURFACE TO MAINTAIN NATURAL DRAINAGE COURSES. TYPICAL PASSENGER LANDING PAD DIMENSIONS SHALL BE AS SHOWN ON THE PLANS AND AS REQUIRED TO MATCH EXISTING SIDEWALK JOINTS OR SCORES WHERE APPLICABLE. CONSTRUCTION NOTES O 1. MINIMUM HORIZONTAL CLEARANCE BETWEEN FACE OF CURB AND FACE OF ANY STRUCTURE SHALL BE 3 FT. UNLESS OTHERWISE NOTED ON DRAWING. 2. JOINT PER DETAIL THIS SHEET TO ISOLATE EDGES FROM PAVEMENT, SIDEWALKS, OR OTHER STRUCTURES. 3. SAWCUT EXISTING PAVEMENT TO STRAIGHT VERTICAL LINES TO PLACE NEW CONSTRUCTION ELEMENTS. 4. CLASS 1/2" HMA OR AS REQUIRED BY LOCAL JURISDICTION. MATCH EXISTING PAVEMENT THICKNESS. 5. WWF 4x4-6/6 6. WWF NOT NEEDED FOR SIDEWALK EXTENSION. POURED JOINT SEALER Y2" BACKING ROD NEW PCCP 8 NEW OR EXISTING STRUCTURE OR PAVEMENT 2 a d PREMOLDED EXPANSION JOINT FILLER, FULL DEPTH ISOLATION JOINT DETAIL NTS • DUI V l^ 0/ w W O Z z w C7 z J D 07 Z O U o o > m w o 04 c� Q Q Z < Y U W 2 o > O w W W 0 a a Q w 0 0 Z �.2 o o u N c N ~ 0 Ld R V m a z 0 m m > O� y 7 d'a 0- >LLJ �_ p w CAI _a) 0 N mOf U LLI y LL y 0 z Z U z Q O LE- Z =cn O V) w J Z = a LL � a O � � Q ~ O W I 1 V U > C, Z_ Z Y O F_ Z LU SHEET: 26/RD-12 OF: 70 JOB NO.: 17534 DWG: STD -DETAILS Y U) Ld Q z g p Q 0 O N O N 00 N O w p I a U E_ L O U (D i I i c a� a c O O O O O / c U L U) (D 0 U) 0 Z3 c 0 0 c 0 (D L LO r- i z O z w ry / n NORTH SIDE S 130TH ST RETURN AND ADA R) NUMBER TYPE STATION OFFSET FLOWLINE ELEVATION CURB HEIGHT 1 MATCH 101 +87.95 9.40 LT 311.33* O" 2 RAMP 101 +91.95 9.46 LT 311.35 00 3 3 RAMP 101 +95.95 9.51 LT 311.37 99 3 4 LANDING/PC 101 +98.94 9.55 LT 311.38 O" 5 LANDING 102+04.58 9.93 LT 311.41 O" 6 RAMP 102+12.35 11.67 LT 311.45 691 7 PT/MATCH 102+31.65 23.91 LT 312.06* 6" x x CD CD 6.6% 0 11 10 0/0 6.1 qa 0 I ADDITIONA"MJRB RAMP NOTES 1. ELEVATIONS WITH * CONTRAGOR SHALL MATCH EXISTING ELEVATIONS AT EXISTING CURB/SIDEf-WALK TIE-INS. (APPROXIMATE ELEVATIONS LISTED). 2. CONTRACTOR TO FIELD VERIFY AND ADJUST RAMP LENGTH TO MEET - RAMP SLOPE REQUIREMENTS PER DETAILS. THE CURB RAMP MAXIMUM RUNNING SLOPE AT THE BACK OF THE RAMP SHALL NOT REQUIRE THE RAMP LENGTH TO EXCEED 15-FEET. 3. CURB RAMP. CROSS SLOPE SHALL NOT EXCEED 2.0% UNLESS DOCUMENTED IN A MAXIMUM EXTENT FEASIBLE (MEF). 4. LANDING. SLOPE SHALL NOT EXCEED 2.0% IN ANY DIRECTION UNLESS DOCUMENTED IN A MAXIMUM EXTENT FEASIBLE (MEF). C] 16' 12 0.8% Q Q Q 4' 102+00 RAMP 3 4.5' 5' 3' 14 15 j 17 0.9% 0.5% 67. 6.6% Nf -� z 2.81' 10' D18p 20 R 0 0.5% 0.5 ems, 40, oo°O010 0000 7.8% 1 .1 % 4. �\ ° °o°o _ 4 SOUTH SIDES 130TH ST RETURN AND ADA RAMP TABLE 7 09 NUMBER TYPE STATION OFFSET FLOWLINE ELEVATION CURB HEIGHT DESCRIPTION CENTER 8 MATCH 101 +42.51 17.83 RT 310.88* O" 9 LANDING 101 +47.50 18.00 RT 310.91 0" 10 RAMP/PC 101 +55.50 18.29 RT 310.97 6" L=7.80', R=15.00' A=29`47'47" 101 +55.98 3.32 RT 11 RAMP/PRC 101 +63.02 16.57 RT 311.07 6" L=7.08', R=15.00' A=27'01'47" 101 +70.01 29.84 RT 12 PT/RMP/DWY 101 +69.81 14.84 RT 311.14 2" 13 RAMP/DRWY 101 +85.81 14.63 RT 311.27 211 14 RAMP 101 +89.81 14.57 RT 311.30 419 15 RAMP 101 +94.81 14.51 RT 311.35 409 16 LANDING 101 +99.25 14.45 RT 311.39 O" 17 LANDING 102+04.25 14.38 RT 311.41 O" 18 RAMP 102+07.25 14.35 RT 311.43 2.5" 19 RAMP 102+ 1 1.25 14.29 RT 311.45 2.5" 20 RAMP/DRWY 102+14.06 14.26 RT 311.46 219 L=9.40', R=15.00' A=35°54'51 " 102+24.26 29.12 RT (21 PT/RMP/DWY 102+24.06 14.12 RT 311.51 211 2 RAMP/PRC 102+32.90 16.86 RT 311.40 6" L=9.36', R=15.00' =35'45'43" 102+41.54 4.60 RT 23 PT 102+41.69 19.60 RT 311.32 6„ 24 MATCH 102+49.53 19.51 RT 311.28* 6 70 0.5% 5' 2.5' 0 5' 10' SCALE: 1 "=5' 0 1" 2" TWO INCHES AT FULL SCALE IF NOT, SCALE ACCORDINGLY • U H U) w w O z z w (D z I- J D U) z 0 C14O O > m � p 0 Q Lij Q z 3: < LLI Y U Ld 2 6 > O a a p p U Q p Q w Q c p 0 Z_ o o u N W 0 Ld R V m a Z 0 m c 7 > C G O LLI y 7 N a �_ 0 .- Ld Ej N m U a.y w n/ 'a O Y LL y y U d R m � m U 0 z 0 Z U z Q O IL c� Z 0 9 w cl) Z = J LV H 0 a H 0 LL z e U W Z W a I 1 V U 0 > Q z_ Y Z 0 H Z W SHEET: 27/RP-1 OF: 70 JOB NO.: 17534 DWG: RAM P-DET Y U) Ld Q z g Q O O N O N 00 N O 3 H Ld r) n Q U E_ L O U (D 41 c Q c O O O O O c U L U) 41 41 O U) N Z3 c N O c O N L Lo r- i z O z LLJ ry / ISLAND SW SIDE RENTON AVE S & S 130TH ST RETURN AND ADA RAMP TABLE NUMBER TYPE STATION OFFSET FLOWLINE ELEVATION CURB HEIGHT DESCRIPTION 1 PC 102+53.70 15.26 LT 312.48 6" L=3.27', R=1.50' A=124°48'41 " 102+53.68 16.76 LT 2 1 /2 102+52.36 16.05 LT 312.57 6" 3 PRC 102+52.44 17.60 LT 312.66 6" 102+63.56 45.23 LT 4 1 /4 102+56.10 23.96 LT 313.23 691 5 1 /2 102+58.80 30.79 LT 314.01 �• 6 6 3/4 102+60.46 37.93 LT 314.85 6" 7 PRC 102+61.06 45.25 LT 315.70 691 L=5.27', R=2.50' A=120*48'43 8+59.51 35.64 RT 8 1 /2 8+57.31 34.39 RT 315.82 6" 9 PT 8+59.54 33.14 RT 315.94 6" 10 FLOW LINE 8+85.80 33.22 RT 314.62 690 11 PC 103+09.02 20.52 LT 313.28 69' L=6.46', R=2.50' =148*02'39 103+07.72 18.39 LT 12 1/2 103+10.13 17.73 LT 313.03 6" 13 PT 103+07.75 15.89 LT 312.79 6" (i4 FLOW LINE 102+80.73 15.57 LT 312.71 6" RAMP 4 \ 102+00 \ RAMP 3 \ 5. A nor ADDITIONAL CURB RAMP NOTES 1. ELEVATIONS WITH " * " CONTRACTOR SHALL MATCH EXISTING ELEVATIONS AT EXISTING CURB/SIDEWALK TIE-INS. (APPROXIMATE ELEVATIONS LISTED). 2. CONTRACTOR TO FIELD VERIFY AND ADJUST RAMP LENGTH TO MEET RAMP SLOPE REQUIREMENTS PER DETAILS. THE CURB RAMP MAXIMUM RUNNING SLOPE AT THE BACK OF THE RAMP SHALL NOT REQUIRE THE DAAAD I DAIf_TW Tn DYP`DDP) 9 F.-DDDT Os \ 9x 'Al) \ 10' TWO INCHES AT FULL SCALE IF NOT, SCALE ACCORDINGLY • U V w w O z z w (D z I- J D U) z O U O o > m � o 04 0 Q Lij Q z 3: < Ld> Y U Ld 2 o O a a U Q Q w Q 0 0 Z � o .° o u N c W ~ Of0 Ld R V m a Z Q > > C O LLI y 7 N a �_ 0 Ld �� N mOf a.y w LL y y u U d R O Z 0 z U z Q o IL z o 9 w Z = J W HLLI 0 Q H 0 LL `} z U U W 7 W a I 1 V U 0 > Z_ Y z 0 F_ z W SHEET: 28/RP-2 OF: 70 JOB NO.: 17534 DWG: RAM P-DET w 0 n a U v 0 U (D 41 / a� a c 0 O O O O U U) (D 41 O U) N Z3 c N O 0 c L LO r- i z O z w ry / 5' 2.5' 0 SCALE: 1 OH OH CH pH`___ S 132ND ST py p I ti / 201 00 XX I I I I 1 NORTH SIDE S 132TH ST RETURN AND ADA RAMP TABLE STATION OFFSET FLOWLINE ELEVATION CURB HEIGHT DESCRIPTION CENTER 1 MATCH 239.98* 6" 2 - - 200+81.74 15.00 LT 246.12 6" 3 PC 200+97.88 15.00 LT 248.50 6" L=30.14', R=13.00' A=132*49'35" 200+97.88 28.00 LT 4 1 /4 201 +05.00 17.12 LT 249.65 391 5 1 /2 18+91.67 37.65 RT 250.80 0'p 6 3/4 18+87.06 31.82 RT 251.20 O» 7 PT 18+80.01 29.47 RT 251.60 0" 8 RAMP 18+74.55 29.30 RT 251.89 0» 9 RAMP 18+59.56 28.82 RT 252.87 611 (10 MATCH 18+54.57 28.66 RT 253.19* 6" 11 SW MATCH 2O0+71.55 23.50 LT - - - -- 12 SW PC 200+75.61 23.50 LT - - - -- L=10.35', R=15.00' 0=39°31'04" 200+75.61 8.50 LT 13 SW1 /2 200+80.68 22.62 LT - - - -- 14 SW PRC 200+85.15 20.07 LT - - - -- L=13.79', R=20.00' A=39'31'04" I 200+97.88 35.50 LT 15 SW 1 /2 200+91.12 16.68 LT - - - -- 16 SW PT 200+97.88 15.50 LT I --- -- i OH ADDITIONAL CURB RAMP NOTES 1. ELEVATIONS WITH " * " CONTRACTOR SHALL MATCH EXISTING ELEVATIONS AT EXISTING CURB/SIDEWALK TIE-INS. (APPROXIMATE ELEVATIONS LISTED). 2. CONTRACTOR TO FIELD VERIFY AND ADJUST RAMP LENGTH TO MEET RAMP SLOPE REQUIREMENTS PER DETAILS. THE CURB RAMP MAXIMUM RUNNING SLOPE AT THE BACK OF THE RAMP SHALL NOT REQUIRE THE RAMP LENGTH TO EXCEED 15-FEET. 3. CURB RAMP. CROSS SLOPE SHALL NOT EXCEED 2.0% UNLESS DOCUMENTED IN A MAXIMUM EXTENT FEASIBLE (MEF). 4. LANDING. SLOPE SHALL NOT EXCEED 2.0% IN ANY DIRECTION UNLESS DOCUMENTED IN A MAXIMUM EXTENT FEASIBLE (MEF). 5. THIS RAMP CONTAINS NON-ADA COMPLIANT ELEMENTS WHICH ARE DOCUMENTED IN A MAXIMUM EXTENT FEASIBLE (MEF) DOCUMENT. 0 1" 2" TWO INCHES AT FULL SCALE IF NOT, SCALE ACCORDINGLY • U w w O z z w 0 z J D U) z 0 O m p F_ N 0 Q Lij Q Z 3: < Ld Y U Ld 2 6 > O a a U Q Q w Q c 0 Z_ o o u N W ~ c � 0 Ld R V m a Z 0 m c 7 > C G O LLI y 7 N a �_ 0 Ld .- N m Of U a.y LLI a n/ p O Y LL y U }4; d !a O Z 0 z U 0 ILL Z O 9 w cl) Z = J_ W F 0 Q 0 LL ~ o U W Z� W a I 1 V U C, > z Y Z 0 Z Lu SHEET: 29/RP-3 OF: 70 JOB NO.: 17534 DWG: RAM P-DET On' y. \ Y U) w Q z g Q O 0 N 0 N 00 N 0 Ld 0 Q U E_ 0 U (D 41 / Q c 0 0 0 0 0 U L U) (D 41 0 U) Z3 c 0 aD L Ln z 0 z w ry / ISLAND (RENTON AVE S) RETURN AND ADA RAMP TABLE NUMBER TYPE STATION OFFSET FLOWLINE ELEVATION CURB HEIGHT DESCRIPTION CENTER 1 ** PC 18+74.54 14.74 RT 252.52 6" L=26.10', R=8.31' A=180°00'00" 18+74.54 6.43 RT 2 1 /4 18+68.66 12.30 RT 252.80 6" 3 1 /2 HP 18+66.23 6.43 RT 253.09 6" 4 3/4 18+68.67 0.55 RT 252.93 6" 5 ** PT 18+74.54 1.88 LT 252.66 6" 6 ** LANDING 18+82.55 2.17 LT 252.16 000/6" 7 ** LANDING 18+91.05 2.47 LT 251.62 091/6" 8 ** PC 19+11.85 3.22 LT 250.31 6" L=15.62', R=7.50' A=119"18'55" 19+12.12 4.28 RT 9 ** 1/2 19+18.46 0.26 RT 249.93 6" 10 ** PCC LP 19+18.79 7.71 RT 249.58 6" L=16.97', R=15.00' A=64°48'06" 19+05.46 0.84 RT 11 ** 1 /2 19+ 13.03 13.79 RT 250.01 6" 12 ** PT 19+04.92 15.83 RT 250.43 69p 13 ** LANDING 18+83.51 15.06 RT 251.84 009/6" 14 ** LANDING 18+75.02 14.75 RT 252.41 099/6" 15 AP 18+75.20 18+75.20 252.31 6" 16 AP 18+82.73 18+82.73 252.24 6" 17 AP 18+91.23 18+91.23 251.69 6" 18 AP 18+83.72 18+83.72 251.76 6" NE SIDE RENTON AVE S RETURN AND ADA RAMP TABLE NUMBER TYPE STATION OFFSET FLOWLINE ELEVATION CURB HEIGHT DESCRIPTION CENTER 19 MATCH 18+62.91 28.93 LT 252.83* 6" 20 RAMP 18+67.91 29.10 LT 252.52 6" 21 LANDING 18+82.90 29.60 LT 251.54 il 0 22 LANDING 18+88.90 29.80 LT 251.15 il 0 23 RAMP 18+94.89 30.00 LT 250.76 6" 24 MATCH 19+05.76 30.36 LT 250.05* 6" ** SPILL CURB \ \ \ S 132ND ST OH -+ OH -1 0 CUT THROUGH 4A , /� OH \ 0 0 H H H OH I \ \ Oy � I RAMP 6 OHS \ OH - OH \ oy \\ 0/x \ \tij• � \s 0 \\\ 2oy 0 \\ 09 \ ° 6, \\ / o \ / 0000 6+ p0000 2� \ 00 �° CUT THROUGH 4B ° RAMP 7 II 01 H - OH - 5' 2.5' 0 5' 10' SCALE: 1 "=5' oti \ O/X A r%r%ITI/1A1 A I f%1 1r5E3 M A 11AM A1^'rE ' 1. ELEVATIONS WITH " * " CONTRACTOR SHALL MATCH EXISTING ELEVATIONS AT EXISTING CURB/SIDEWALK TIE-INS. (APPROXIMATE ELEVATIONS LISTED). 2. CONTRACTOR TO FIELD VERIFY AND ADJUST RAMP LENGTH TO MEET RAMP SLOPE REQUIREMENTS PER DETAILS. THE CURB RAMP MAXIMUM RUNNING SLOPE AT THE BACK OF THE RAMP SHALL NOT REQUIRE THE RAMP LENGTH TO EXCEED 15-FEET. 3. CURB RAMP. CROSS SLOPE SHALL NOT EXCEED 2.0% UNLESS DOCUMENTED IN A MAXIMUM EXTENT FEASIBLE (MEF). 4. LANDING. SLOPE SHALL NOT EXCEED 2.0% IN ANY DIRECTION UNLESS DOCUMENTED IN A MAXIMUM EXTENT FEASIBLE (MEF). 5. THIS RAMP CONTAINS NON-ADA COMPLIANT ELEMENTS WHICH ARE DOCUMENTED IN A MAXIMUM EXTENT FEASIBLE (MEF) DOCUMENT. 0 1" 2" TWO INCHES AT FULL SCALE IF NOT, SCALE ACCORDINGLY U ^lam V U) w w O z z w z I- J D U) z O N 0 > m o c� a w z < Y w o w 00 a U Q 0 a a Q w a 0 0 Z E o NO o u N c N Of R V m a Z Q c 7 > C G O LLI y 7 a �_ O 0'a ra) w Ej N mOf U a.y w n/ 'a O Y LL y y U d R 6 Z 0 Z U z Q 0 IL Z O 9 w cl) Z = J w F O a o LL z 0 U) W Z w Ca C I 1 U > z_ Y Z O H w w SHEET: 30/RP-4 OF: 70 JOB NO.: 17534 DWG: RAM P-DET Y U) W Q z g Q 0 O N O N 00 N O w 0 Q U E_ L 0 U (D i i c a c 0 O O O O U L U) 41 0 U) Z3 c 0 aD L Lo i z O z w ry I / / I I I I I I I l / / I I I I I I I I I I I S 132ND �ST SW CORNER RENTON AVE S & S 132ND ST RETURN AND ADA RAMP TABLE NUMBER TYPE STATION OFFSET FLOWLINE ELEVATION CURB HEIGHT DESCRIPTION CENTER 1 RAMP 201 +01.06 21.30 RT 246.83 1 " L=23.80', R=100.00' 0=13'38'01 " 200+90.08 121.01 RT 2 RAMP 201 +07.06 22.47 RT 246.93 6" 3 1 /2 201 +1 1.03 23.23 RT 246.99 609 4 PCC/RAMP 201 +22.29 26.34 RT 247.19 6" L=51.07', R=175.00 A=16*43' 10" 200+60.94 190.19 RT 5 LANDING 201 +33.56 30.97 RT 246.83 o» 6 LANDING 201 +39.15 33.64 RT 246.47 op, 7 RAMP 201 +44.47 36.41 RT 246.12 609 8 1 /2 201 +47.03 37.83 RT 245.87 6" 9 3/4 201 +57.90 44.51 RT 245.19 610 10 PT/MATCH 201 +68.26 51.96 RT 244.49* 601 SOUTH ISLAND. RENTON AVE S & S 132ND ST RETURN AND ADA RAMP TABLE NUMBER TYPE STATION OFFSET FLOWLINE ELEVATION CURB HEIGHT DESCRIPTION CENTER 11 PRC 201 +19.28 6.71 RT 248.41 6" L=7.10', R=2.50' 0=162*40'03 201 +20.10 4.35 RT 12 1 /2 201 + 17.64 3.89 RT 248.54 6" 13 PT 201 +20.18 1.85 RT 248.68 0"/6" 14 RAMP 201 +28.38 2.12 RT 248.61 011/6" 15 RAMP 201 +34.37 2.32 RT 248.56 6" 16 PC 201 +35.24 2.35 RT 248.55 691 L=1 1.88', R=15.00' A=45°23'38" 201 +34.74 17.34 RT 17 1 /2 201 +40.99 3.70 RT 248.33 6" 18 PT 201 +45.77 7.17 RT 247.92 6" 19 PC 201 +68.67 31.99 RT 245.62 609 L=4.55', R=1.50' A=173*40'36" 201 +67.57 33.00 RT 20 1 /2 201 +68.65 34.05 RT 245.65 6" 21 PRC 201 +66.59 34.14 RT 245.68 610 L=55.01 ', R=145.00' A=21 *44' 17" 200+71.52 143.62 RT 22 1 /4 201 +55.79 25.62 RT 246.59 6" 23 RAMP 201 +46.71 19.64 RT 247.20 011/611 24 RAMP 201 +41.58 16.67 RT 246.59 0"/6" 25 3/4 201 +32.03 11.85 RT 248.04 691 RAMP 6 OHS \ OH OH 250 OH OH OH 5' 2.5' 0 5' 10' SCALE: 1 "=5' N \\ - I�16.................. END - - - --�\ RAMP \ S \ \ \ CUT THROUGH 3B C UT THROUGH 3A ADDITIONAL CURB RAMP NOTES 1. ELEVATIONS WITH " * " CONTRACTOR SHALL MATCH EXISTING ELEVATIONS AT EXISTING CURB/SIDEWALK TIE-INS. (APPROXIMATE ELEVATIONS LISTED). 2. CONTRACTOR TO FIELD VERIFY AND ADJUST RAMP LENGTH TO MEET RAMP SLOPE REQUIREMENTS PER DETAILS. THE CURB RAMP MAXIMUM RUNNING SLOPE AT THE BACK OF THE RAMP SHALL NOT REQUIRE THE RAMP LENGTH TO EXCEED 15-FEET. 3. CURB RAMP. CROSS SLOPE SHALL NOT EXCEED 2.0% UNLESS DOCUMENTED IN A MAXIMUM EXTENT FEASIBLE (MEF). 4. LANDING. SLOPE SHALL NOT EXCEED 2.0% IN ANY DIRECTION UNLESS DOCUMENTED IN A MAXIMUM EXTENT FEASIBLE (MEF). 5. THIS RAMP CONTAINS NON-ADA COMPLIANT ELEMENTS WHICH ARE DOCUMENTED IN A MAXIMUM EXTENT FEASIBLE (MEF) DOCUMENT. S RAMP 8 \ 9 n7 -1-4, 7 Og � �599° / 10 10 O 0 1" 2" TWO INCHES AT FULL SCALE IF NOT, SCALE ACCORDINGLY • U H U) w w O z z w (D z F_ J D U) z O U N o > m o Q z o Y U W o > O a U Q 0 a a a w 0 0 z Eo 0 o u N W R V m a z Q > > C O LLI y 7 a)r� d V>) p a) w LEI N m U a.y w y LL y y U d R 0 z z_ U o ILL c� z O 9 w cl) Z = J W F Q LL `} I z o U W 7 w a I 1 V U 0 > Q z_ Y z 0 z Lu SHEET: 31 /RP-5 OF: 70 JOB NO.: 17534 DWG: RAM P-DET Y U) w Q z g 0 Q O O CV O cV 00 CV O 3 U) J H W 0 0 N U E_ O U 0) I N C O Q 0) O 0- C 0) O O O O O C U fn ,_ 41 O fn 0) Z3 0) J O C O C 0) L r•� LO r- i z O z W ry / NOTES t - A A 1. The Detectable Warning Surface (DWS) shall extend the full width of the curb ramp, B E C MIN. MAX. DETECTABLE WARNING landing, or other roadway entrance as applicable. Exception: If the Manufacturer of CURB RAMP, LANDING, CUT- SURFACE (Dws) - the DWS requires a concrete border around the DWS, a variance of up to 2 inches A 1.60" 2.40" THROUGH OR WALKWAY SEE NOTE 3 on each side of the DWS is permitted. f ) B 0.65" - 2. The Detectable Warning Surface (DWS) shall be placed at the back of curb, with the A / B D - C 0.45" 0.90" two leading corners of the DWS panel placed adjacent to the back of the curb, and with no more than a 2 inch gap between the DWS and the back of the curb measured E� D o.9" 1.ao" BACK OF CURB - at the center of the DWS panel. Exception: If the Manufacturer of the selected DWS -- - --- 2'-0"MIN.- TRUNCATED DOME E 0 2" 0 2" SEE NOTE 2 TYP. OF ALL requires a concrete border around the DWS, a variance Of up to 2 inches from the APPLICATIONS back of the curb is permitted measured at the leading corners of the DWS panel). SECTION O p ( g p )• TRUNCATED DOME SPACING SEE NOTE 3 SEE STANDARD SPECIFICATIONS 3. The rows of truncated domes shall be aligned to be perpendicular to the grade FOR COLOR OF SURFACE break at the back of curb. 4. The rows of truncated domes shall be aligned to be parallel to the direction of travel. TRUNCATED DOME DETAILS CURB AND GUTTER MATCH TO WIDTH OF CURB RAMP LANDING, CUT -THROUGH OR 5. If curb and gutter are not present, such as a shared -use path connection, the o a WALKWAY Detectable Warning Surface shall be placed at the pavement edge. DETECTABLE WARNING SURFACE DETAIL See City of Renton Std. plan - 102 (sheet 23/RD-9) and Std. plan LANDING c7 mOFFSET 6' - 101 (sheet 24/rd-10) for sidewalk and curb ramp details. CURB RAMP SEE NOTE 8 7. If a curb ramp is required, the location of the Detectable Warning Surface must be at LANDING the bottom of the ramp and within the required distance from the rail. WALKWAY WIDTH OF WALKWAY 8. When the grade break between the curb ramp and the landing is less than or equal to WALKWAY WALKWAY WIDTH of CUT - THROUGH 5 ft. from the back of curb at all points, place the Detectable Warning Surface on the THROUGH (TYP.) bottom of the curb ramp directly above the grade break. „ DETECTABLE WARNING w SURFACE (DWS) - WIDTH OF CUT -THROUGH o SEE NOTE 4 CURB RAMP a .: �j � (TYP.) z BACK OF CURB w LL SINGLE DIRECTION CURB RAMP FLARE FLARE 2' - 0' 2'- 0" MIN. m (GRADE BREAK BETWEEN CURB AND MIN. z LANDING 5 5 FT. FROM BACK OF CURB) (SEE NOTE 6) DETECTABLE WARNING DETECTABLE WARNIN( BACK OF CURB - o -LANDING SURFACE (DWS) - SURFACE (TYP.) - w L DIRECTION OF SEE NOTE 2 SEE NOTE 3 SEE NOTE 3 w TRAVEL WIDTH OF CURB RAMP CURB RAMP m BACK OF CURB - PERPENDICULAR CURB RAMP SEE NOTE 2 WALKWAY WIDTH OF WALKWAY (SEE NOTE 6) ISLAND CUT -THROUGH WIDTH OF CURB RAMP, OR WALKWAY DETECTABLE WARNING SURFACE (TYP.) - LANDING, °" �• DETECTABLE WARNING SEE NOTE 3 °i SURFACE (DWS)- SEE NOTE 3 URB - 2 !' - 0" MIN. --- -/ BACK OF CURB --\�, I / :::: :::: bACK Ur CUKb - -� SEE NOTE 2 Z SEE NOTE 2 MEDIAN CUT -THROUGH SINGLE DIRECTION CURB RAMP .. """" DETECTABLE WARNING o N WIDTH OF SHARED - (GRADE BREAK BETWEEN CURB AND SURFACE (DWS) - USE PATH OR LANDING > 5 FT. FROM BACK OF CURB) SEE NOTES 4 & 7 Z tO WALKWAY (SEE NOTE 6) CURB RAMP CURB RAMP `D WALKWAY LANDING WALKWAY WIDTH OF CUT -THROUGH SHARED -USE MODIFIED -------------- - - (TYP.) PATH OR _ WALKWAY DETECTABLE WARNING ROUNDABOUT SPLITTER SURFACE ISLAND PAVEMENT SHOULDER RAIL -- -- EDGE ::::: STANDARD PLAN F-45.10-02 ........... ... . ............ ..........: - SHEET 1 OF 1 SHEET DETECTABLE WARNING DETECTABLE WARNING APPROVED FOR PUBLICATION SURFACE (DWS) - SEE NOTE 3 tat, Jul ts20162:26PM BACK OF CURB -� PATH OR WALKWAY SURFACE (D 4 & 5 /l _�. _ // �� cupenter,Jett SEE NOTE 2 WIDTH OF c%�''7�- 7`bb LANDING STATE DESIGN ENGINEER PARALLEL CURB RAMP PEDESTRIAN RAILROAD CROSSING PLACEMENT GUIDELINES SHARED -USE PATH CONNECTION Washington State Department of Transportation (SEE NOTE 6) - NOTES 4'-0"MIN. - A 4'-0"MIN. - SEE CONTRACT PLANS 3/8" (IN) EXPANSION SEE CONTRACT PLANS 1. At marked crosswalks, the connection between the landing and the 3/8" EXPANSION PEDESTRIAN CURB - JOINT (TYP.) SEE PEDESTRIAN CURB - roadway must be Contained within the width of the Crosswalk markings. JOINT (TYP.) - SEE SEE NOTE 9 CITY OF RENTON CITY OF RENTON LANDING SEE NOTE 9 2. Where "GRADE BREAK" is called out, the entire length of the grade STD. PLAN - 102 LANDING STD. PLAN - 102 break between the two adjacent surface planes shall be flush. (SHEET 23/11l I (SHEET 23/RD-9) B SIDEWALK 3. Do not place Gratings, Junction Boxes, Access Covers, or other appurte- nances on any part of the Curb Ramp or Landing, or in the Depressed SIDEWALK Curb and Gutter where the Landing connects to the roadway. 3" R. 4. See Contract Plans for the curb design specified. See City of Renton Std. plan - 101 (sheet 24/RD-10) for Curb, Curb and Gutter, CURB AND GUTTER ". Depressed Curb and Gutter, and Pedestrian Curb details. CURB RAMP See City of Renton Std. plan - 102 (sheet 23/RD-9) for Cement CURB RAMP CURB RAMP DETECTABLE WARNING SURFACE - 4'-0"MIN.- 5. Concrete Sidewalk details. See Contract Plans for width and SEE CONTRACT PLANS I\ DETECTABLE WARNING SURFACE - 4'- 0" MIN. - SEE STANDARD PLAN F-45.10 placement of sidewalk. SEE STANDARD PLAN F-45.10 SEE CONTRACT PLANS (THIS SHEET) FACE OF CURB (THIS SHEET) FACE OF CURB DEPRESSED CURB AND GUTTER 6' The Bid Item "Cement Concrete Curb Ramp Type does not DEPRESSED CURB AND GUTTER include the Curb and Gutter, Depressed Curb and Gutter, or w CROSSWALK CROSSWALK Sidewalks. 7. The Curb Ramp length is not required to exceed 15 feet (unless otherwise z shown in the Contract Plans). When applying the 15-foot max. length, cr w PLAN VIEW DETECTABLE WARNING SURFACE - PLAN VIEW the running slope Of the curb ramp is allowed to exceed 8.3%. Use a single LL TYPE PARALLEL A SEE STANDARD PLAN F 45.10 7 TYPE PARALLEL B constant slope from bottom of ram to to of ram to match into the sidewalk (THIS SHEET) / p p P P m 4' - o'MIN. over a horizontal distance of 15 feet. Do not include abutting landing(s) in SEE CONTRACT PLANS 0 1O CONTRACTION JOINT (TYP.) - SEE CITY OF RENTON STD. PLAN - 102 FOR CURB RAMP LENGTHS GREATER THAN 8'- 0"PROVIDE (SHEET 23/11l CONTRACTION JOINT EQUALLY SPACED 4'- 0" MIN. OC. to w CEMENT CONCRETE PEDESTRIAN 0 - LANDING CURB - SEE NOTE 9 SECTION O SIDEWALK 15' - 0" MAX. (TYP.) 4 - W MIN. 15' - 0" MAX. (TY SEE NOTE 7 SEE CONTRACT PLANS SEE NOTE 7 GRADE BREAK GRADE BREAK t I v CURB RAMP LANDING 3/8" EXPANSION JOINT (TYP.) - 1 SEE CITY OF RENTON STD. PLAN - 102 (SHEET 23/11l SECTION O (ALONG INSIDE RADIUS AT BACK OF WALKWAY) "CEMENT CONCRETE CURB RAMP TYPE PARALLEL A" PAY LIMIT - SEE NOTE 6 TO INCLUDE PEDESTRIAN CURB j PER THE SPECIFICATIONS. CURB RAMP ISOMETRIC VIEW TYPE PARALLEL A PAY LIMIT the15-foot max. measurement. When a ramp is constructed on a radius, the �- GRADE BREAK 15-foot max. length is measured on the inside radius along the back of the SLOPE walkway. COUNTER TOP OF 5.0ROADWAY 8. Curb Ramps and Landings shall receive a broom finish. See Standard Specifications 8-14. DEPRESSED CURB AND GUTTER - 9. Pedestrian Curb may be omitted if the ground surface at the back of the SEE CITY OF RENTON STD. PLAN - Curb Ramp and/or Landing will be at the Same elevation as the Curb 101 (SHEET 24/RD-10), AND NOTE 6 Ramp or Landing and there will be no material to retain. 4' - 0" MIN. 15' - 0" MAX. (TYP.) LEGEND SEE CONTRACT PLANS SEE NOTE 7 SLOPE IN EITHER DIRECTION GRADE BREAK SIDEWALK * 1.5% OR FLATTER RECOMMENDED FOR GRADE BREAK DESIGN/FORMWORK (2% MAX.) 7.5% OR FLATTER RECOMMENDED FOR DESIGN/ FORMWORK (8.3% MAX.) - SEE NOTE 7 CURB RAMP PEDESTRIAN CURB - 3/8" (IN) EXPANSION JOINT (TYP.) - SEE NOTE 9 LANDING O SEE CITY OF RENTON STD. PLAN - 102 (SHEET 23/11l SECTION O (ALONG INSIDE RADIUS AT BACK OF WALKWAY) "CEMENT CONCRETE CURB RAMP TYPE PARALLEL B" PAY LIMIT - SEE NOTE 6 TO INCLUDE ADJACENT CURB AND PEDESTRIAN CURB PER THE SPECIFICATIONS. ISOMETRIC VIEW TYPE PARALLEL B PAY LIMIT MODIFIED PARALLEL CURB RAMP STANDARD PLAN F-40.12-03 SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION CarpenterJeff e4 %^"l02, � Jun 29 20i 6 2:27 PM _ STATE DESIGN ENGINEER Washington State Department of Transportation N > � 0 m 0 0 Q LLI > Z Y O Q W CL 0 0 U Q Q W c 01 Z 0 0 0 0 ° c 2 c �U > c 0 N � m �' V) ~ Z OIX N 7 d 'a LLI F- VV)>) U LU 0) °S a2 ' � O y LLI N y m Y '01.6 r, N LEI Dr- O Z V Z_ U O L,L Z = O u)� U) Z = J W FLLI O Q H o LL } Z 0 ill W Z W a �1 V U CD > Q z Y Z O I_ Z W SHEET: OF: 32/RP-6 70 JOB NO.: 17534 DWG: STD -DETAILS U) w Q Z g 0 ¢ 0 O N O N 00 N 0 3 z U U v L 0 U 0 I c a� a c a� 0 48 0) 0 0 0 0 c U L 0 U) 4- 0 0 U) a) Z3 c c 0 c a� L L z 0 z w ry \ \ HOSSEIN AGHAKASIRI EVA ALMONIDOVAR #214480-0200 #214480-0205 ) \( \ ROUTE # 106 --,,\ RENTON AVE S-------_ -- Fl 48"x48"x48" 5 A - -A I 7 JESSICA AND DONOVAN SYDOW I �/ #214480-0206 / V 1-1 De e e e A / KAY AND FRANKLIN McCUISTION #214480-0310 9+16.65 6 RTC 9 I00 "RENTON AVE S" �'� 1/ / /110, qT„' HOSSEIN AGHAKASIRI S 130TH \ #214480-0260 "STOP" `��// • `G / / "SPEED LIMIT 25" \\ 5 R9-3A 18"x18" / ��_ / o \\__RENTON,4V O / / 31 LT / 9+36.32 / S 10+26.97 10+84.66 1 5 LT 5 / / 5 LT 30 LT � / / 5+ T9.94 1 0 S 1 1 +18.64 I 9+53.99 20 LT "RENTON AVE S" N / "S 130TH cT" / i 8+93.50 / 19 RT / 103+36.34 1 RT NOT ENTE / / 10 / � 3 9 TYP. o / I 9+33.28 19 RT blur � 5 W 1 16 LT / +26.81 1 1 +00 f 9+50.18 6 RT 6 RT c, Z11RENTON CITY LIMI FS" 5 "SPEED LIMIT 25 UNLESS OTHERWISE 10+26.80 POSTED" 19 RT \ O�� EX. M STA.= / FRED YOUNG \ 0 #214480-0306 De /b.GENERAL e �D I U n 1 V ROUTE #106 USE CROSSWALK \ R9-3BL \ 18%12" \ 1. ALL SIGN TYPES, COLORS, AND DIMENSIONS ARE STANDARD PER THE MUTCD, UNLESS OTHERWISE INDICATED. 2. SIGNS SHALL BE CONSTRUCTED ENTIRELY OF TYPE III OR TYPE IV REFLECTIVE SHEETING PER WSDOT STANDARD SPECIFICATIONS SECTION 9-28.12. 3. ALL PAVEMENT MARKINGS SHALL BE THERMOPLASTIC UNLESS INDICATED OTHERWISE. 4. CONTRACTOR SHALL FURNISH AND INSTALL TEMPORARY PAVEMENT MARKINGS IMMEDIATELY FOLLOWING PAVING. CHANNELIZATION NOTES: 1. CONTRACTOR SHALL FURNISH AND INSTALL 4" PAINTED EDGE LINE W/ RPMs PER COR DETAIL HR-03, COR STANDARD PLAN PAGE H008, SHEET 41 /CH-9. 2. CONTRACTOR SHALL FURNISH AND INSTALL DOUBLE YELLOW CENTER LINE PER COR STANDARD PLAN PAGE H001, SHEET 39/CH-7. 3. CONTRACTOR SHALL FURNISH AND INSTALL TWO-WAY LEFT TURN LANE PER COR STANDARD PLAN PAGE H001, SHEET 39/CH-7. 4. CONTRACTOR SHALL FURNISH AND INSTALL APPROACH LINE PER COR STANDARD PLAN PAGE H001, SHEET 39/CH-7. 5. CONTRACTOR SHALL FURNISH AND INSTALL LANE LINE PER COR STANDARD PLAN PLAN PAGE H002, SHEET 39/CH-7. 6. CONTRACTOR SHALL FURNISH AND INSTALL 24" PLASTIC STOP LINE PER COR DETAIL HR-03, COR STANDARD PLAN PAGE H008, SHEET 41 /CH-9. 7. CONTRACTOR SHALL FURNISH AND INSTALL 24" PLASTIC CROSSWALK LINES PER COR STANDARD PLAN H-05, COR STANDARD PLAN PAGE H009.1, SHEET 42/CH-10. 8. CONTRACTOR SHALL FURNISH AND INSTALL WHITE PLASTIC TRAFFIC ARROW PER COR STANDARD PLAN PAGE H009, SHEET 41 /CH-9. 9. CONTRACTOR SHALL FURNISH AND INSTALL PLASTIC YIELD LINE SYMBOL PER WSDOT STANDARD PLAN M-24.60-04, SEE SHEET 40/CH-8. 10. CONTRACTOR SHALL PAINT ISLAND CURB WHITE WHERE LOCATED ALONG THE RIGHT-HAND EDGE OF THE TRAVEL LANES, AND SHALL PAINT ISLAND CURBS YELLOW WHERE LOCATED ALONG THE LEFT-HAND EDGE OF THE TRAVEL LANES. 11. CONTRACTOR SHALL FURNISH AND INSTALL DOUBLE ROW OF 4" YELLOW TYPE II RPM'S AT 1 FOOT ON CENTER. "SPEED LIMIT 35" M. MINTER LLC #214480-0295 LLJ W W o co ^i uW o co O o H + N °' 3 Q 8 N Z V I � 12. CONTRACTOR SHALL FURNISH AND INSTALL THREE INDIVIDUAL ROWS OF 4" YELLOW TYPE 1 RPM'S AT 1 FOOT ON CENTER. 13. CONTRACTOR SHALL FURNISH AND INSTALL YELLOW FLEXIBLE MARKER. SIGNING NOTES: 1. CONTRACTOR SHALL PROTECT EXISTING SIGN DURING CONSTRUCTION. 2. VACANT. 3. CONTRACTOR SHALL RELOCATE EXISTING SIGN. FURNISH AND INSTALL NEW POST AND HARDWARE. WASTE HAUL EXISTING POST AND FOUNDATION. 4. VACANT. 5. CONTRACTOR SHALL FURNISH AND INSTALL NEW SIGN(S) AND POST PER COR STANDARD PLANS 129 AND 134, SHEET 38/CH-6. 6. CONTRACTOR SHALL COORDINATE WITH METRO TRANSIT FOR TEMPORARY SIGN RELOCATION DURING CONSTRUCTION AND FOR PERMANENT SIGN LOCATION. 7. CONTRACTOR SHALL FURNISH AND INSTALL NEW SIGNS) ON TEMPORARY POST. 20' 10' 0 20' 40' 0 1" 2" SCALE: 1 "=20' TWO INCHES AT FULL SCALE IF NOT, SCALE ACCORDINGLY • U V w w O z z w z J D U) z O o 0 > m o c� a Lij Q z 3: � Y U w 2 o w 00 a a 0 U ¢ 0 a a w 0 Z � 0 .° o u N N Of °" m a z 0 7 c 7 > C G O LLI y 7 d� a �_ O 0 N m Of w M y d R 0 z U z_ CU z Q 0 IL Z H a Z = z O � = Q U) N_ LL J O w w z 0 = w 1 U > () z_ Z Y O H z w SHEET: 33/CH-1 OF: 70 JOB NO.: 17534 DWG:CHAN U) w Q Z g 0 a 00 0 0 N 0 N 00 N 0 z Q U U L 0 U N I i c / a� 0 a c 0 48 0) 0 0 0 0 c U L 0 U) 0 4- 0 0 U) a) Z3 c c 0 a� L L z 0 z w 0' / LINCOLN LOUIE � (:4*::) PHAN DUE AND \ #214480-0281 KEITH SCHILD TUAN DANG #214480-0276 #214480-0286 / RENTONAVE S-------------------------------------- __--------- "DO NOT DRIVE "S 130TH STD - ON SHOULDER" � INTERSECTION WARNING O _ --- d SYMBOL J V 11 d '$I MPH" w M �I T (7) co w 2 N uj 0 0 N N W J 2 V W O m Q W w U) O O Q H U) W Z_ J 2 U H Q 00 ur 0 N 0 00 N N 14 i 00 J io-b„P ------ 77r7r=n==EL:// MINTER LLC #214480-0285 PIts / < > • STATE LAW 15+55.09 w 23 LT w co 0 0 15+00 16 Q U) Ill Z_ J 2 MINTER LLC #214480-0500 v 3 v ITr. 201 + 10.49 4 RT STA 199+60 RT BEHIND GUARDRAIL W1 1-2 36"x36" W1 1-2 36"06" W 16-7PL 24"x 12" W 16-7PR 24"x 12" R1-5C 36"x48 ENTERING ROADWAY ADDED LANE SYMBOL GENERAL 1. ALL SIGN TYPES, COLORS, AND DIMENSIONS ARE STANDARD PER THE MUTCD, UNLESS OTHERWISE INDICATED. 2. SIGNS SHALL BE CONSTRUCTED ENTIRELY OF TYPE III OR TYPE IV REFLECTIVE SHEETING PER WSDOT STANDARD SPECIFICATIONS SECTION 9-28.12. 3. ALL PAVEMENT MARKINGS SHALL BE THERMOPLASTIC UNLESS INDICATED OTHERWISE. NOTE PEDESTRIAN SIGNAL HEAD 29 IS MOUNTED ON POLE #4 (NOT POLE #3 AS SHOWN ON 138.2). WIRING SHALL BE ADJUSTED ACCORDINGLY. 4. CONTRACTOR SHALL FURNISH AND INSTALL TEMPORARY PAVEMENT MARKINGS IMMEDIATELY FOLLOWING PAVING. CHANNELIZATION NOTES: 1. CONTRACTOR SHALL FURNISH AND INSTALL 4" PAINTED EDGE LINE W/ RPMs PER COR DETAIL HR-03, COR STANDARD PLAN PAGE H008, SHEET 41 /CH-9. 2. CONTRACTOR SHALL FURNISH AND INSTALL DOUBLE YELLOW CENTER LINE PER COR STANDARD PLAN PAGE H001, SHEET 39/CH-7. 3. CONTRACTOR SHALL FURNISH AND INSTALL TWO-WAY LEFT TURN LANE PER COR STANDARD PLAN PAGE H001, SHEET 39/CH-7. 4. CONTRACTOR SHALL FURNISH AND INSTALL APPROACH LINE PER COR STANDARD PLAN PAGE H001, SHEET 39/CH-7. 5. CONTRACTOR SHALL FURNISH AND INSTALL LANE LINE PER COR STANDARD PLAN PLAN PAGE H002, SHEET 39/CH-7. 6. CONTRACTOR SHALL FURNISH AND INSTALL 24" PLASTIC STOP LINE PER COR DETAIL HR-03, COR STANDARD PLAN PAGE H008, SHEET 41 /CH-9. 7. CONTRACTOR SHALL FURNISH AND INSTALL 24" PLASTIC CROSSWALK LINES PER COR STANDARD PLAN H-05, COR STANDARD PLAN PAGE H009.1, SHEET 42/CH-10. 8. CONTRACTOR SHALL FURNISH AND INSTALL WHITE PLASTIC TRAFFIC ARROW PER COR STANDARD PLAN PAGE H009, SHEET 41 /CH-9. 9. CONTRACTOR SHALL FURNISH AND INSTALL PLASTIC YIELD LINE SYMBOL PER WSDOT STANDARD PLAN M-24.60-04, SEE SHEET 40/CH-8. 10. CONTRACTOR SHALL PAINT ISLAND CURB WHITE WHERE LOCATED ALONG THE RIGHT-HAND EDGE OF THE TRAVEL LANES, AND SHALL PAINT ISLAND CURBS YELLOW WHERE LOCATED ALONG THE LEFT-HAND EDGE OF THE TRAVEL LANES. 11. CONTRACTOR SHALL FURNISH AND INSTALL DOUBLE ROW OF 4" YELLOW TYPE II RPM'S AT 1 FOOT ON CENTER. 12. CONTRACTOR SHALL FURNISH AND INSTALL THREE INDIVIDUAL ROWS OF 4" YELLOW TYPE 1 RPM'S AT 1 FOOT ON CENTER. 13. CONTRACTOR SHALL FURNISH AND INSTALL YELLOW FLEXIBLE MARKER. SIGNING NOTES: 1. CONTRACTOR SHALL PROTECT EXISTING SIGN DURING CONSTRUCTION. 2. VACANT. 3. CONTRACTOR SHALL RELOCATE EXISTING SIGN. FURNISH AND INSTALL NEW POST AND HARDWARE. WASTE HAUL EXISTING POST AND FOUNDATION. 4. VACANT. 5. CONTRACTOR SHALL FURNISH AND INSTALL NEW SIGNS) AND POST PER COR STANDARD PLANS 129 AND 134, SHEET 38/CH-6. 6. CONTRACTOR SHALL COORDINATE WITH METRO TRANSIT FOR TEMPORARY SIGN RELOCATION DURING CONSTRUCTION AND FOR PERMANENT SIGN LOCATION. 7. CONTRACTOR SHALL FURNISH AND INSTALL NEW SIGNS) ON TEMPORARY POST. + USE CROSSWALK R9-3BL MOD 18"x12" • R9-3A 18"x18" 20' 10' 0 20' 40' SCALE: 1 "=20' 0 1" 2" TWO INCHES AT FULL SCALE IF NOT, SCALE ACCORDINGLY • U H U) w w O Z z w z D U) z O o 0 > m o c� Q w Q z < � Y w 2 o w 00 a a 0 Q 0 o_ o_ a w 0 0 Z � 0 .° o u N N Of °� m a z 0 >� 0 LLI y 7 d� a �_ O �� w 0 E N m 0- U w y n/ p O Y LL y y U d R m � m U 6 z a Z U z Q 0 IL c� Z H a Z = z O � = Q � N_ LL J O w W z 0 2 w V U i U 0 Q z_ Z Y O H Z W SHEET: 34/C H -2 OF: 70 JOB NO.: 17534 DWG:CHAN U) w Q Z g 0 Q 00 0 O N O N 00 N 0 3 z Q U U v L O U N I i c a c a� O 0) 0 0 0 0 c U L 0 U) L 4- 0 O U) a) D N O c O a� L L z 0 z w ry N LOH M W w U) w 0 00 O 0 N F- U) _Z J U F- a 0 N 0 N N 00 P6 z 0 OH OH I" o OH ANH PHAM AND KHIET TA #214480-0777 _ x � -----------01 RENTON l Him do 21 i 00 21 +06.74 7 LT 22+21.01 21 +68.72 3 LT 6 RT 22+00 -H M o6 BEG. STA. 21 +25 "SPEED LIMIT 35" I \ I PHU BUI \ #214480-0775 MISSION WEST FOUNDATION #214480-0774 Lu � m 23 i 00 "WATCH FOR ICE" o lu N 0 O � O c.6 + d' N I � � N N N Il � z +I M / / SANDRA AND DAVID / GONZALES / #214480-0776 / / / / i TESSA COOK / i \ #214480-0845 / \ MISSION WEST FOUNDATION \ #214480-0765 SANDRA AND DAVID \ \ GONZALES #214480-0776 RENTON AVE S 0 N _H 1.0 5 0 � o4RT 9.37 25+00 2 o N I V 26+00 .H IW � o Q N I r m N co 2a o 0 Z \ � r SANDRA AND DAVID GONZALES #214480-0776 \ \ \ LAKERIDGE DEVELOPMENT \ INC #214480-0851 GENERAL 1. ALL SIGN TYPES, COLORS, AND DIMENSIONS ARE STANDARD PER THE MUTCD, UNLESS OTHERWISE INDICATED. 2. SIGNS SHALL BE CONSTRUCTED ENTIRELY OF TYPE III OR TYPE IV REFLECTIVE SHEETING PER WSDOT STANDARD SPECIFICATIONS SECTION 9-28.12. 3. ALL PAVEMENT MARKINGS SHALL BE THERMOPLASTIC UNLESS INDICATED OTHERWISE. 4. CONTRACTOR SHALL FURNISH AND INSTALL TEMPORARY PAVEMENT MARKINGS IMMEDIATELY FOLLOWING PAVING. CHANNELIZATION NOTES: 1. CONTRACTOR SHALL FURNISH AND INSTALL 4" PAINTED EDGE LINE W/ RPMs PER COR DETAIL HR-03, COR STANDARD PLAN PAGE H008, SHEET 41 /CH-9. 2. CONTRACTOR SHALL FURNISH AND INSTALL DOUBLE YELLOW CENTER LINE PER COR STANDARD PLAN PAGE H001, SHEET 39/CH-7. 3. CONTRACTOR SHALL FURNISH AND INSTALL TWO-WAY LEFT TURN LANE PER COR STANDARD PLAN PAGE H001, SHEET 39/CH-7. 4. CONTRACTOR SHALL FURNISH AND INSTALL APPROACH LINE PER COR STANDARD PLAN PAGE H001, SHEET 39/CH-7. 5. CONTRACTOR SHALL FURNISH AND INSTALL LANE LINE PER COR STANDARD PLAN PLAN PAGE H002, SHEET 39/CH-7. 6. CONTRACTOR SHALL FURNISH AND INSTALL 24" PLASTIC STOP LINE PER COR DETAIL HR-03, COR STANDARD PLAN PAGE H008, SHEET 41 /CH-9. 7. CONTRACTOR SHALL FURNISH AND INSTALL 24" PLASTIC CROSSWALK LINES PER COR STANDARD PLAN H-05, COR STANDARD PLAN PAGE H009.1, SHEET 42/CH-10. 8. CONTRACTOR SHALL FURNISH AND INSTALL WHITE PLASTIC TRAFFIC ARROW PER COR STANDARD PLAN PAGE H009, SHEET 41 /CH-9. 9. CONTRACTOR SHALL FURNISH AND INSTALL PLASTIC YIELD LINE SYMBOL PER WSDOT STANDARD PLAN M-24.60-04, SEE SHEET 40/CH-8. 10. CONTRACTOR SHALL PAINT ISLAND CURB WHITE WHERE LOCATED ALONG THE RIGHT-HAND EDGE OF THE TRAVEL LANES, AND SHALL PAINT ISLAND CURBS YELLOW WHERE LOCATED ALONG THE LEFT-HAND EDGE OF THE TRAVEL LANES. 11. CONTRACTOR SHALL FURNISH AND INSTALL DOUBLE ROW OF 4" YELLOW TYPE II RPM'S AT 1 FOOT ON CENTER. 12. CONTRACTOR SHALL FURNISH AND INSTALL THREE INDIVIDUAL ROWS OF 4" YELLOW TYPE 1 RPM'S AT 1 FOOT ON CENTER. 13. CONTRACTOR SHALL FURNISH AND INSTALL YELLOW FLEXIBLE MARKER. SIGNING NOTES: 1. CONTRACTOR SHALL PROTECT EXISTING SIGN DURING CONSTRUCTION. 2. VACANT. 3. CONTRACTOR SHALL RELOCATE EXISTING SIGN. FURNISH AND INSTALL NEW POST AND HARDWARE. WASTE HAUL EXISTING POST AND FOUNDATION. 4. VACANT. 5. CONTRACTOR SHALL FURNISH AND INSTALL NEW SIGNS) AND POST PER COR STANDARD PLANS 129 AND 134, SHEET 38/CH-6. 6. CONTRACTOR SHALL COORDINATE WITH METRO TRANSIT FOR TEMPORARY SIGN RELOCATION DURING CONSTRUCTION AND FOR PERMANENT SIGN LOCATION. 7. CONTRACTOR SHALL FURNISH AND INSTALL NEW SIGNS) ON TEMPORARY POST. 20' 10' 0 20' 40' 0 1" 2" SCALE: 1 "=20' TWO INCHES AT FULL SCALE IF NOT, SCALE ACCORDINGLY i H w w O z z w z J U) z O 04 o o � m � o 04 c� Q Lij Q z 3: � Y U W 2 o W 00 a a 0 U Q 0 a a Q W 0 0 Z � 0 .° o u N c (N Of R V m a Z 0 m�7 0 >a 0 LLI _ y 7 a)� a �_ O �� w N m Of U 0.m w y LL y y U d R 0 Z Z_ U o LL z � Z = (n z N w Q 0 � � a Z O Q � N_ LL J O w W z 0 w = 1 U > () z_ Z Y O F- Z w w SHEET: 35/CH-3 OF: 70 JOB NO.: 17534 DWG:CHAN Z g 0 00 0 O N O N 00 N 0 1 c U Q Q c 0 0) 0 0 0 0 U U L 0 U) q) L 4- 0 0 U) a) Z3 c N c 0 L L i z 0 z w ry W O CO w u, 0 0 N 00 M Fa w J U 5Q I I SCHWAB #214480-0905 I II R9-3A 18"x 18" _ - - RENTON AVE S-------------- 2 0 N 33+00 34+00 0 I I SCHWAB #214480-0905 I I 0 N GENERAL 1. ALL SIGN TYPES, COLORS, AND DIMENSIONS ARE STANDARD PER THE MUTCD, UNLESS OTHERWISE INDICATED. 2. SIGNS SHALL BE CONSTRUCTED ENTIRELY OF TYPE III OR TYPE IV REFLECTIVE SHEETING PER WSDOT STANDARD SPECIFICATIONS SECTION 9-28.12. 3. ALL PAVEMENT MARKINGS SHALL BE THERMOPLASTIC UNLESS INDICATED OTHERWISE. 4. CONTRACTOR SHALL FURNISH AND INSTALL TEMPORARY PAVEMENT MARKINGS IMMEDIATELY FOLLOWING PAVING. CHANNELIZATION NOTES: 1. CONTRACTOR SHALL FURNISH AND INSTALL 4" PAINTED EDGE LINE W/ RPMs PER COR DETAIL HR-03, COR STANDARD PLAN PAGE H008, SHEET 41 /CH-9. 2. CONTRACTOR SHALL FURNISH AND INSTALL DOUBLE YELLOW CENTER a LINE PER COR STANDARD PLAN PAGE H001, SHEET 39/CH-7. 0 3. CONTRACTOR SHALL FURNISH AND INSTALL TWO-WAY LEFT TURN LANE PER COR STANDARD PLAN PAGE H001, SHEET 39/CH-7. F 4. CONTRACTOR SHALL FURNISH AND INSTALL APPROACH LINE PER COR V STANDARD PLAN PAGE H001, SHEET 39/CH-7. h 5. CONTRACTOR SHALL FURNISH AND INSTALL LANE LINE PER COR n STANDARD PLAN PLAN PAGE H002, SHEET 39/CH-7. JU 6. CONTRACTOR SHALL FURNISH AND INSTALL 24" PLASTIC STOP LINE PER Z COR DETAIL HR-03, COR STANDARD PLAN PAGE H008, SHEET J 41 /CH-9. = 7. CONTRACTOR SHALL FURNISH AND INSTALL 24" PLASTIC CROSSWALK LINES PER COR STANDARD PLAN H-05, COR STANDARD PLAN PAGE Q H009.1, SHEET 42/CH-10. 8. CONTRACTOR SHALL FURNISH AND INSTALL WHITE PLASTIC TRAFFIC ARROW PER COR STANDARD PLAN PAGE H009, SHEET 41 /CH-9. 9. CONTRACTOR SHALL FURNISH AND INSTALL PLASTIC YIELD LINE SYMBOL PER WSDOT STANDARD PLAN M-24.60-04, SEE SHEET 40/CH-8. 10. CONTRACTOR SHALL PAINT ISLAND CURB WHITE WHERE LOCATED ALONG THE RIGHT-HAND EDGE OF THE TRAVEL LANES, AND SHALL PAINT ISLAND CURBS YELLOW WHERE LOCATED ALONG THE LEFT-HAND EDGE OF THE TRAVEL LANES. 11. CONTRACTOR SHALL FURNISH AND INSTALL DOUBLE ROW OF 4" YELLOW TYPE II RPM'S AT 1 FOOT ON CENTER. 12. CONTRACTOR SHALL FURNISH AND INSTALL THREE INDIVIDUAL ROWS OF 4" YELLOW TYPE 1 RPM'S AT 1 FOOT ON CENTER. 13. CONTRACTOR SHALL FURNISH AND INSTALL YELLOW FLEXIBLE MARKER. SIGNING NOTES: 1. CONTRACTOR SHALL PROTECT EXISTING SIGN DURING CONSTRUCTION. 2. VACANT. 3. CONTRACTOR SHALL RELOCATE EXISTING SIGN. FURNISH AND INSTALL NEW POST AND HARDWARE. WASTE HAUL EXISTING POST AND FOUNDATION. 4. VACANT. 5. CONTRACTOR SHALL FURNISH AND INSTALL NEW SIGNS) AND POST PER COR STANDARD PLANS 129 AND 134, SHEET 38/CH-6. 6. CONTRACTOR SHALL COORDINATE WITH METRO TRANSIT FOR TEMPORARY SIGN RELOCATION DURING CONSTRUCTION AND FOR PERMANENT SIGN LOCATION. 7. CONTRACTOR SHALL FURNISH AND INSTALL NEW SIGNS) ON TEMPORARY POST. 2 Z m v 35 0 0 m m 4 W 0 i C3� R9-3A I 18"x18" 20' 10 0 20' 40' SCALE: 1 "=20' I 0 1" 2" TWO INCHES AT FULL SCALE IF NOT, SCALE ACCORDINGLY • U H U) w w O z z w z I- J D U) z 0 U o 0 > m � o 04 c� ¢ Lij Q z 3: � o Y U W 2 o > 0 a a U ¢ 0 a a w 0 0 Z E 0 •° u N cO N Of R V m a Z 0 > 0 LLI y 7 a)� a �_ O �� w N m Of U 0.m w y LL y y U d R 0 z 0 z U z Q 0 IL Z = H a Z O Q U) N_ LL J O w W Z 0 w 2 1 U > () z_ Z Y O F_ Z w w SHEET: 36/CH-4 OF: 70 JOB NO.: 17534 DWG:CHAN U) w Q Z g 0 Q 00 0 O N O N 00 N 0 3 z Q U v L 0 U c a c a� 0 0) 0 0 0 0 c U L 0 U) 0 4- 0 0 U) a) Z3 c 0 c 0 a� L L z O z w ry I / / fMARCIA, LEON ANDICK LI 80-0890 ---- RENTON AVE S 2 U CC //�11111 M '�CJ_LW W X X X 0� W Qp W LLI 00 5 0 0 LO M 2 Fa- uj Z 5 x FU- a L 0 Q9 XX R9-3 x __l 9 1 P; 35+54.74 12 LT 35+54.64 36+26.50 0 RT 12 LT 36i00 36+26.84 0 LT 35+54.55 12 RT 36+27.18 12 RT ANN WAN #214480-0887D PEDESTRIAN XING SYMBOL LEFT ARROW SYMBOL rDOMINANDO R AND MYRNA RMOS / #214480-0875 / HAO PHAM #214480-0865 / WILBUR REPP #214480-0880 AN N WAN / #214480-0887 / 0 ao o e v 44 ❑ t1� N 2 38 0 00 + 5 o 37+00 O o rn N_ m _H U3 I� r - 5 _ T `SIGNAL AHEAD SYMBOL,--� CITY OF RENTON #214480-0867 to R9� 3A\ \ "SW-VIQTORIA ST" 18 x18" "STOP" \ \ _ NO LEFT TURF - S MBOL �\ "7AM-9AM 4PM-7PM"--- SIDEWALK CLOSED AHEAD CROSS HERE / 1 _ RENTO AVE S ---- 1------- - 'WATCH FOR ICE" "SPEED LIMIT 35 NH" - x x x _ I E t-T U) 0; o +I 39+56.19 N 00 /__3 LT 41 39+05.79 � 4 RT N 00 0 r os40+54.17 lc�,__l 5 LT 40+53.98 3 LT 40+55.82 _7 8 RT 771 40+55.78 ___ --- -- -- --- 19 RT � I \ EDWARD GIESLER I \ /7 #214480-0866 39+76.04 8 RT TYP. MADELEINE AND JOHN \ \ MOORE / #214480-0868 41 + 00 N GENERAL 1. ALL SIGN TYPES, COLORS, AND DIMENSIONS ARE STANDARD PER THE MUTCD, UNLESS OTHERWISE INDICATED. 2. SIGNS SHALL BE CONSTRUCTED ENTIRELY OF TYPE III OR TYPE IV REFLECTIVE SHEETING PER WSDOT STANDARD SPECIFICATIONS SECTION 9-28.12. 3. ALL PAVEMENT MARKINGS SHALL BE THERMOPLASTIC UNLESS INDICATED OTHERWISE. 4. CONTRACTOR SHALL FURNISH AND INSTALL TEMPORARY PAVEMENT MARKINGS IMMEDIATELY FOLLOWING PAVING. CHANNELIZATION NOTES: 1. CONTRACTOR SHALL FURNISH AND INSTALL 4" PAINTED EDGE LINE W/ RPMs PER COR DETAIL HR-03, COR STANDARD PLAN PAGE H008, SHEET 41 /CH-9. 2. CONTRACTOR SHALL FURNISH AND INSTALL DOUBLE YELLOW CENTER LINE PER COR STANDARD PLAN PAGE H001, SHEET 39/CH-7. 3. CONTRACTOR SHALL FURNISH AND INSTALL TWO-WAY LEFT TURN LANE PER COR STANDARD PLAN PAGE H001, SHEET 39/CH-7. 4. CONTRACTOR SHALL FURNISH AND INSTALL APPROACH LINE PER COR STANDARD PLAN PAGE H001, SHEET 39/CH-7. 5. CONTRACTOR SHALL FURNISH AND INSTALL LANE LINE PER COR STANDARD PLAN PLAN PAGE H002, SHEET 39/CH-7. 6. CONTRACTOR SHALL FURNISH AND INSTALL 24" PLASTIC STOP LINE PER COR DETAIL HR-03, COR STANDARD PLAN PAGE H008, SHEET 41 /CH-9. 7. CONTRACTOR SHALL FURNISH AND INSTALL 24" PLASTIC CROSSWALK LINES PER COR STANDARD PLAN H-05, COR STANDARD PLAN PAGE H009.1, SHEET 42/CH-10. 8. CONTRACTOR SHALL FURNISH AND INSTALL WHITE PLASTIC TRAFFIC ARROW PER COR STANDARD PLAN PAGE H009, SHEET 41 /CH-9. 9. CONTRACTOR SHALL FURNISH AND INSTALL PLASTIC YIELD LINE SYMBOL PER WSDOT STANDARD PLAN M-24.60-04, SEE SHEET 40/CH-8. 10. CONTRACTOR SHALL PAINT ISLAND CURB WHITE WHERE LOCATED ALONG THE RIGHT-HAND EDGE OF THE TRAVEL LANES, AND SHALL PAINT ISLAND CURBS YELLOW WHERE LOCATED ALONG THE LEFT-HAND EDGE OF THE TRAVEL LANES. 11. CONTRACTOR SHALL FURNISH AND INSTALL DOUBLE ROW OF 4" YELLOW TYPE II RPM'S AT 1 FOOT ON CENTER. 12. CONTRACTOR SHALL FURNISH AND INSTALL THREE INDIVIDUAL ROWS OF 4" YELLOW TYPE 1 RPM'S AT 1 FOOT ON CENTER. 13. CONTRACTOR SHALL FURNISH AND INSTALL YELLOW FLEXIBLE MARKER. SIGNING NOTES: 1. CONTRACTOR SHALL PROTECT EXISTING SIGN DURING CONSTRUCTION. 2. VACANT. 3. CONTRACTOR SHALL RELOCATE EXISTING SIGN. FURNISH AND INSTALL NEW POST AND HARDWARE. WASTE HAUL EXISTING POST AND FOUNDATION. 4. VACANT. 5. CONTRACTOR SHALL FURNISH AND INSTALL NEW SIGNS) AND POST PER COR STANDARD PLANS 129 AND 134, SHEET 38/CH-6. 6. CONTRACTOR SHALL COORDINATE WITH METRO TRANSIT FOR TEMPORARY SIGN RELOCATION DURING CONSTRUCTION AND FOR PERMANENT SIGN LOCATION. 7. CONTRACTOR SHALL FURNISH AND INSTALL NEW SIGNS) ON TEMPORARY POST. 20' 10' 0 20' 40' 0 1" 2" SCALE: 1 "=20' TWO INCHES AT FULL SCALE IF NOT, SCALE ACCORDINGLY • U H U) w w O Z z w z J D U) z 0 o 0 > m o c� Q Lij Q z 3: � o Y U W 2 o > 0 a a 0 U Q 0 a a a w 0 0 Z E° 0 o u N c N R V m a Z 0 > 0 LLI y 7 V) O N Ej aE m w y 0 Z U Z_ CU 0 IQi c� Z H a Z O � = Q U) N_ LL J O w W Z 0 = w 1 U > () z_ Z Y O Z Lu SHEET: 37/CH-5 OF: 70 JOB NO.: 17534 DWG:CHAN Y U) w Q z g r) Q 00 0 O N O N 00 N O U) J Q W 0 0 U E_ L O U N 41 N c a c O O O O O U L U) a� 41 41 O U) a) D N O c O N L Lo z O z W ry 11 BD_ . — — — - — —H OR MOUNTING ON EXISTING METAL POLE OR LUMINAIRE 5 �/�" k GALVANIZED BOLT WITH GALVANIZED WASHERS. " -SQUARL MF TAL POST 0 TOP F AN H R crr LOWER SQUAB TUBE 7� LiJ re FINISHED G UN I . LfNE ". cl a • .- 4" MIN, T EDGE OF unlrafi 1. DIMENSIONS FOR THE PARTS USED TO ASSEMBLE THE BASE CONNECTIONS ARE INTENTIONALLY NOT SHOWN. BASE CONNECTIONS ARE PATENTED, MANUFACTURED PRODUCTS THAT ARE IN COVPLIANCE WITH NCHRP 350 CRASH TEST CRITERIA. THE BASE CONNECTION DETAILS ARE SHOWN ON THIS PLAN ONLY TO ILLUSTRATE HOW THE PARTS ARE ASSEMBLED. 2.. A 2" IN POST WITH A 2 1 4" IN PSST ANCHOR OR A 2 1 /4" (IN) POST WITH A 2 1 /2" (IN) PSST ANCHOR MAY BE SUBSTJUTED, SEE CONTRACT PLANS. 3. PERFORATED SQUARE STEEL POST SHALL MEET THE REQUaREMENTS OF WSDOT STANDARD SPECIFICATION 9-06. 4. LSE ONLY BASE CONNECTION; MANUFACTURER SUPPLIED HARDWARE THAT MEETS THE REQUIREMENTS OF WSDOT STANDARD SPECIFICATIONS 9-06 AND 9--28. EDGE OF TRAVELED ROADWAY 0 r 'IGN - FOR REFLECTORIZED SIGNS: MOUNT FACING 3(degree) OUTWARD IF SiUtr IS WITHIN 30 FEET OF ROADWAY SIGN FACE ORIENTATION lz a o o U Ln o a p Z S,GN POST a 4 O Q e • '0 f- a • I `- e POSTUOSPRT RS ( CORNER BOLT POO3/8- 1 ) FLANGED SHOULDER BOLT WJTH NUT AND WASHERS 2 REOUIRED (TYP.) BOLT STOP GN POST TYPE ST-4 SIGN SUPPORT LOWER SIGN POST SUPPORT - 2.25 (IN), 7—CAGE, HOT --DIP GALV.. HEAVY-DUTY ANCHOR COMMERCIAL CONCRETE MOUNTING ON METAL POST �'y SIGN MOUNTING ON SINGLE + PUBLIC FORKS METAL POST ..�, DEPARTMENT EI T (ADOPTED) STD. PLAN - 129 APPROVED: "2- G � 16 DATE U- z U V) LL1 �' w w —� 0 t w w uZ Li 0 ! CD w - z w LL Cy 0 cm)�`I 0 _ �w � w� =� 0U) LL JWLL Z11 _j7� (aIDV) 02� LLJ w LLJ > U U`-t- 0 �ex w(9 _30 w_J QW C1L UI g ~ J U7L�ihaw J U) 0 tY w _�7 > _ 0 0 = w U7 J Q OCR U) of Q U) U7 �► � 0 _j oo Q Ui 2i w ~ fY I-- w I-: I-- L1J > Z ❑ 0 w z cn I— IIIIZ Z U) In H r r U) < 0 - cr CJ- [Y w-i tL o o o 5 U) m Ill U) CIO, ❑ U) U) CL .J w Q I.L —1 .2 0- z 0 —# UI 9 Ui V ` UI • 0 J 0 0 0 0 U 0 v 0 0 0 0 0 0 O s NIA r 0 . I- J rt ,1 OQOOcxA� OOOOOOOOOO4d00000O ODCFID000c000i51't000ccxix?r-K)OGOCCO OOOOI b a�-ZW w 0 Q Q ! 0 H 0o-io d LL w(NZ U) � z z S a. GROUND MOUNTED STIR. PLAN- 134 e*-' PJBLIC WORKS STREET NAME SIGNS APPROVED DEPARTMENT (FOR SPEED LESS THAN 40 MPH DATE • U H ^lam V U) w w O z z w z J D U) z 0 O O > m � o 04 0 a Z Y U W o w O a U 1 Q 0 a W Q C O Z E o 0 o u N c W ~ m °" m a z 0 71 7) >_ O LLI y a a O 0'a aE N mOf LL y y U O Z 0 Z_ CU z Q O IL z = O w � Q F_ W z = 0 LU Z = o LL in a o W � Z o Q w V U i 0 Q U z_ Z Y O F_ Z w SHEET: 38/C H -6 OF: 70 JOB NO.: 17534 DWG: STD —DETAILS Y w Q z g Q 00 0 O N O N 00 N O 3 J w 0 0 V) U 0 U N L 41 U) Q / U) a C 2, U) 0 0 46 0) O O O O / c U L U) 41 0 U) 0 Z3 a c O c a) L Lo r- i z O z w ry / APPROACH LINE CENTER LINESt�Tl " 3' • ® • • • • • • • • • ® • • • • • • • • i 4" _ 4" WHITE TYPE 'I' • • • • • • • • • • • • • • • • • - 24 LINE MARKERS 3' " >I ' 4" WHITE TYPE ' I I e' 30' 4 YELLOW TYPE LINE MARKERS LINE MARKERS (REEL.) DOUBLE YELLOW CENTER LINE 4" YELLOW TYPE 'Ild' LINE MARKERS (REEL.) • • •40 40 40 • • • • 0 9' 15' — 3' 4" YELLOW TYPE 'I' LINE MARKERS SINGLE SKIP YELLOW CENTER LINE 4" YELLOW TYPE ' I I d' LINE MARKERS (REEL.) TWO-WAY LEFT TURN LANE • • 0 • • • • • • • • • • • • • 9' 15 3' 12' `4" YELLOW TYPE 'Ild' LINE MARKERS (REEL.) 4" YELLOW TYPE 'I' LINE MARKERS 0 • • • • • • • 0 • • • • • • • • • • • • • • • 0 NUMBER OF 2-WAY LEFT TURN ARROWS NUMBER AND LOCATIONS OF ARROWS APPROACH LINE LENGTH 'ookkm A F)F) \AI I �1(" n TInNIC` OR *** 20'-50' 1 ARROW (20' BACK FROM CROSSWALK OR STOP BAR) 50'-125' 2 ARROWS(20' BACK & END OF APPROACH LINE) 125-300' 3 ARROWS(20' BACK, MIDWAY & END OF LINE) ARROWS OVER 300' AT 100' INTERVALS SKIP APPROACH DNE 4„ � f 9' --1 15 3' 4" WH I TE TYPE 'I' LINE MARKERS 4" WHITE TYPE ' I I e' LINE MARKERS (REEL.) LANE LINE • • • • 4" WHITE TYPE 'I' LINE MARKERS SPEED LIMIT 25 MPH — — — — — 200' O.C. 4" WHITE TYPE 'Ile' SPEED LIMIT 30-35 MPH -- 250' O.C. LINE MARKERS (REEL.) SPEED LIMIT 40-45 MPH -- 300' O.C. CHANNELIZATION MARKERS DETAIL *m,� 0 ADOPTED CITY OF RENTON STANDARD PLANS ���T v O LST DATE: 04/04 DWG. NAME: H001 SP PAGE: H001 CHANNELIZATION MAKERS DETAIL �ADOPTED CITY OF RENTON m " �, ,� STANDARD PLANS �7,v0 LST DATE: 04/04 DWG. NAME: H002 4" SP PAGE: H002 • U H U w w Oz z w �(D J z 0 U) N m 0 N 0 o Q o > z Y O w w CL Q 2 CL 0 0 U Q 0 Q W Q 0 z 00 0 £o w ° c > c 0 N CE m V) ~ z O w' N � F- V) Ua) wxL i °I =� M O y m LLI N y 0 m m Y U 0 z 0 z_ U z a O LL Z =co O H Q w � w Z 2 0 LV � ? z O H LPL O V o U � ? Z W i Q w Q c� a V z_ Y Z O F_ Z Lu SHEET: 39/CH-7 OF: 70 JOB NO.: 17534 DWG: STD —DETAILS ma i 1 Y U) w Q z g 0 Q 00 O O N O N CO N \ O 3 _J H w 0 i 0 / U E_ O U N I / Q O O O O O / U O L 0 fn 41 O Z3 N > O c O L LO i z O z w fy N SYMBOL & LANE 2'- 0" GRID IS 4" (IN) SQUARE MARKING AREA = 1.41 SQ.FT. ACCESS PARKING SPACE SYMBOL (MINIMUM) 3'-0" GRID IS 4" (IN) SQUARE MARKING AREA = 3.09 SQ.FT. ACCESS PARKING SPACE SYMBOL (STANDARD) TOTAL MARKING AREA = 28.44 SQ.FT. WHITE = 9.76 SQ.FT BLUE = 18.69 SQ.FT. ACCESS PARKING SPACE SYMBOL (STANDARD) WITH BLUE BACKGROUND AND WHITE BORDER (REQUIRED FOR CEMENT CONCRETE SURFACES) A L s V "63/8' MARKING AREA = 12.08 SQ.FT SPEED BUMP SYMBOL TOTAL MARKING AREA = 13.44 SQ.FT. WHITE = 4.82 SQ.FT. BLUE = 8.62 SQ.FT. ACCESS PARKING SPACE SYMBOL (MINIMUM) WITH BLUE BACKGROUND AND WHITE BORDER (REQUIRED FOR CEMENT CONCRETE SURFACES) A SYMBOL MARKING A B C D USE MARKING AREA YIELD AHEAD SYMBOL TYPE 1 TYPE 2 6'- 0" 2'- 6" 13' - 0" N/A LESS THAN 45 MPH 25.90 SO.FT. 6'- 0" 3' - 0" 20' - 0" N/A 45 MPH OR GREATER 36.54 SQ.FT. YIELD LINE SYMBOL TYPE 1 TYPE 2 TYPE 2 1'- Y 6" 1'- 6" 6" LESS THAN 45 MPH 0.75 SQ.FT. 2' - 0" 1'- 0" 3' - 0" 1'- 0" 45 MPH OR GREATER 3.00 SQ.FT. 2' - 0" 1'- 0" 3' - 0" V - 0" ROUNDABOUT ENTRY * 3.00 SQ.FT. i tT(P LL 0 z i 0 H ' w I TYP E 1 TYP E 2 20e± '3V± 0.7 _ — 0.08» 0.7 t 0.08" _T 410± 4»± 4"± SECTION A —A SECTION B-8 RPM TYPE 2 RAISED FACE COLORS Type 2a White and Red Type 2c Yellow and Red Type 2d Yellow and Yellow Type 2e White -- One Side Only Type 2f Yellow — One Side Only RAISED PAVEMENT MARKERS (RPM) A YIELD AHEAD SYMBOL 1V2^ B * MINIMUM OF 4 IN LANE �DA� LL C z J 0 LLI f— K o B YIELD LINE SYMBOL (MULTIPLE SYMBOLS REQUIRED 7 FOR TRANSVERSE YIELD LINE - SEE CONTRACT) SYMBOL MARKINGS MISCELLANEOUS STANDARD PLAN M-24.60-04 SHEET 2 OF 2 SHEETS APPROVED FOR PUBLICATION Bakotich, Pasco P� 4 �.. Jun 24 2014 4:43 PM STATE DESIGN ENGINEER T Washington State Department of Transportation s+ vlo, , - 10" TYPE "A" BLOCK �: ► '.o . : ' 5�8 �� 1 TYPE "C" BLOCK PRECAST BLOCK TRAFFIC CURBS Raised Pavement Markers and Precast Block Traffic Curbs ADOPTED G1a Y 0� CITY OF RENTON .0 STANDARD PLANS LST DATE:2-Oct-87 DWG NAME: HR-08 SP PAGE: H007 SYMBOL & LANE T-3" i I MARKING AREA 8.03 SQ.FT. i 4" 8" TYPE 1S TRAFFIC ARROW \REA T. TYPE 2SR (RIGHT) TRAFFIC ARROW MIRROR IMAGE OF TYPE 2SL TRAFFIC ARROW (SHOWN AT REDUCED SCALE) 1' - 4" I 1' 2 �Z SYMBOL & LANE i i b i ro N I ELLIPSE "A" i CO j ELLIPSE "B" o I X I C aD C, to tW ja d M C:,m J w w N (n a J J w CENTER POINT OF ELLIPSES v (V GRID IS 4" (IN) SQUARE MARKING AREA 8" 7.73 SQ.FT. 1'- 2" 1' - 6" I ELLIPSE "A" AXIS 10" - ELLIPSE "B" AXIS TYPE 2SL (LEFT) TRAFFIC ARROW NOTE Use the dimensions shown on this plan for each type of Traffic Arrow being placed on roadways with a posted speed limit of 40 mph or lower SYMBOL & LANE 1'-8" 8" 1'-0" I (V MARKING AREA 8" 8" 14 83 SQ.FT. 1' 2" 1'-6" 'ELLIPSE "A" AXIS 10" -ELLIPSE "B" AXIS TYPE 3SL (LEFT) TRAFFIC ARROW i Di o _ 0 BID� ELLIPSE "B" 1' - 4" 1' - 0" SYMMETRICAL ABOUT 1'- 2" 2' - 4" SYMBOL & LANE ELLIPSE "A" I I i to O N IL ij = J rvi" w w N (n a J w MARKING AREA CENTER POINT 12.86 SQ.FT. OF ELLIPSES I I ' I N GRID IS 4" (IN) SQUARE — J TYPE 4S 8 1' - 2" 10" v/ TRAFFIC ARROW 1'- 6" ELLIPSE "A N AXIS - ELLIPSE "B" AXIS a w o_ J w MARKING AREA 14.83 SQ.FT. TYPE 3SR (RIGHT) TRAFFIC ARROW MIRROR IMAGE OF TYPE 3SL TRAFFIC ARROW (SHOWN AT REDUCED SCALE) v s movL IYIN�CAIIV\7ai '•"' TRAFFIC ARROWS FOR LOW -SPEED ROADWAYS STANDARD PLAN M-24.40-02 SHEET 1 OF 2 SHEETS APPROVED FOR PUBLICATION n Apr 2 2 Pasco �. Apr 0 015 10:1 I AM _ STATE DESIGN ENGINEER Washington State Department of Transportation • U I"1 U) L LU f-1 w O z z 6W z J U) z O U L� I"1 C14O O > m � p H 04 a Lij Q z < o Y U W 2 LILJ > O a a 0 U Q ^LL LL Q w Q c 0 0 Z �.2 o o U N r2 (N m ~ R U m 0— z 0 7 > c M7) O _ y 7 r) 0 m LtJ Ej = 0 N m Of U -E W 3 ! y n/ a) O Y LL a)4;U d R m I] m U O z z U z Q o IL Cn Z = O w � Q H UU Z = 0 w Z = 0 LL in a O = w 7 ~ O W Q �1 U > V O U z_ Z Y O F_ Z LIJ SHEET: OF: 40/C H -8 70 JOB NO.: 17534 DWG: STD -DETAILS Y U) LLLI Q z g r) Q 00 O O CV O cV 00 CV O is 3 V) J_ Q W 0 r) V) U E_ O U N 41 N C O Q / tD Q C a� v O O O O O / C U O L fn 41 O (n N Z3 C N C C L LO r- i z O z w ry STOPPING POINT FOR LEFT TURN LANE 0 - O w U p N O K J C/) CD0 0 U TWO-WAY LEFT -TURN CENTER LINE SEE CONTRACT FOR LENGTH OF STORAGE LANE 50 JI J =100, E + 50' = 25' WHITE EDGE /T LINE WIDE LANE LINE DOUBLE CENTERLINE (YELLOW) (NARROW PATTERN) 500' MAX. 16, TWO-WAY LEFT -TURN CENTERLINE ly Ip I irlo OIW ZIN �10 iW U NOTES LEFT -TURN CHANNELIZATION 1. The channelization shown on this plan assumes optimal roadway geometric design. IN TWO-WAY LEFT -TURN LANE The dimensions may vary to fit existing conditions. See Contract. 2. The channelization shown on this plan is for a two-lane highway. The channelization plan may be used on four -lane undivided highways with the appropriate considerations. 3. Centerline striping on the approach to raised channelization shall be No Pass in accordance with MUTCD figure 313-15. Centerline striping on the departure from raised channelization shall be determined by an engineering study. TAPER F 4. Centerline srtiping on the approach to and departure from painted channelization shall be determined by an engineering study. 5. Centerline striping on four -lane undivided highways shall be a double centerline. WHITE EDGE LINE J 6. The two Type 2L (SL) Traffic Arrows shown in the left -turn storage lane are optional, but recommended. Arrows may be added for longer storage lanes or deleted for shorter I storage lanes. See Contract Plans. ' LEGEND 16' 1 L44J � DOUBLE CENTERLINE (YELLOW) OF (NARROW PATTERN) io TWO-WAY LEFT -TURN LANE TRANSITION J CENTERLINE STRIPE (SEE NOTES) POSTED SPEED DIMENSION E 1 APPROACH TAPER F HIGH SPEED 60 MPH 180, 360' 55 MPH 180' 330' 50 MPH 180, 300' 45 MPH 180, 270' LOW SPEED 40 MPH 120' 240' 35 MPH 120' 210' 30 MPH 120' 180, 25 MPH 120' 150' 20 MPH 120' 120' SEE CONTRACT FOR LENGTH Can be reduced to a minimum of OF STORAGE LANE O 50' to increase storage capacity. 50, J 50' E OPTIONAL DOTTED DIRECTION OF TRAFFIC EXTENSION LINE YELLOW YELLOW EDGE LINE MARKING CROSSHATCH YELLOW EDGE LINE STOPPING POINT FOR LEFT TURN LANE ------ ----------------- - ---------- -- - --- -- -- --- --- --- --- --- --- --- - - p WIDE LANE LINE 20' MIN. PAINTED OR PLASTIC 40' MAX. YELLOW EDGE LINE DOUBLE CENTERLINE (YELLOW) WHITE EDGE LINE (NARROW PATTERN) MEDIAN -SEE DETAIL DIRECTION OF TRAFFIC LEFT -TURN CHANNELIZATION PAINTED OR PLASTIC MEDIAN IN PAINTED MEDIAN COMPOSED OF LONGITUDINAL MARKINGS 0 50 W w LU U H U_ r m O U r >m 0 SYMBOL & LANE 1'-3" m in MARKING AREA 8.03 SQ.FT. I i 4"! I TYPE 1S TRAFFIC ARROW - C7 0 zo ih 00 0 \REA =T. TYPE 2SR (RIGHT) TRAFFIC ARROW MIRROR IMAGE OF TYPE 2SL TRAFFIC ARROW (SHOWN AT REDUCED SCALE) 1' - 4" i 1' - 2" 1 7 Z SYMBOL & LANE i CENTER POINT OF ELLIPSES I GRID IS 4" (IN) SQUARE I ELLIPSE "A" ELLIPSE "B" 0 ¢ a O m J w w (V (n W MARKING AREA g 7.73 SQ.FT. ELLIPSE "A" AXIS 10" - ELLIPSE "B" AXIS J TYPE 2SL (LEFT) TRAFFIC ARROW L = 12' Typical Lane Width. See Contract for Specified lane widths. Type 2L (SL) Traffic Arrow y Q ��SwH 0 TWO-WAY LEFT -TURN AND MEDIAN CHANNELIZATION F- STANDARD PLAN M-3.40-03 LL SHEET 1 OF 1 SHEET } m APPROVED FOR PUBLICATION 00 Pasco Bakotich N 06-03-11 STATE DESIGN ENGINEER DATE j 7 Washington State Department of Transportation >� o 1'- 4" 1' - 0" IDS SYMMETRICAL ABOUT 1'-2" 2'-4" i SYMBOL & LANE ELLIPSE "A" I X OD Q UX w o_ o m � LU W N (n a J w i V 1 MARKING AREA CENTER POINT 12.86 SQ.FT. OF ELLIPSES i i i N GRID IS 4" (IN) SQUARE ELLIPSE "A" 00 M 04 _ TYPE 4S TRAFFIC ARROW 1'-6" 1'-2" OD —- ELLIPSE "A"\ o ELLIPSE "B" Ux) AXIS 10" -ELLIPSE "B" AXIS - I Q 1 GO ¢ w D_ M O m J W I N (n j MARKING AREA I 1w 1 14.83 SQ.FT. 1 CENTER POINT OF ELLIPSES TYPE 3SR (RIGHT) GRID IS 4" (IN) SQUARE N TRAFFIC ARROW - - MIRROR IMAGE OF I- TYPE 3SL TRAFFIC ARROW (SHOWN AT REDUCED SCALE) SYMBOL MARKINGS — MARKING AREA g" g" 14.83 SQ.FT. TRAFFIC ARROWS FOR V - 2" 1' - 6" LOW -SPEED ROADWAYS /ELLIPSE "A" STANDARD PLAN M-24.40-02 AXIS SHEET 1 OF 2 SHEETS 10" - ELLIPSE "B" AXIS APPROVED FOR PUBLICATION TYPE 3SL (LEFT) TRAFFIC ARROW 2 gt/ Bak °n`1,,Pasco �. Apr 20 2015 10:1 I AM _ STATE DESIGN ENGINEER Washington State Department of Transportation NOTE Use the dimensions shown on this plan for each type of Traffic Arrow being placed on roadways with a posted speed limit of 40 mph or lower. SYMBOL & LANE YC 1'- 8" 8" V - 0" I -N I I ao i i - I b i � o 'v o0 ih ELLIPSE "B" 1'- 4" 1'- 2" 4'-8" 2' _ 4" I 1 _ 0„ SYMBOL LANE & 1'- 4" V-2" i i v � I ih N I I i i i ELLIPSE o „A„ ELLIPSE So o ih co a l7 O m J W W (`I a I J I w i _ CENTER POINT SYMMETRICAL ABOUT OF ELLIPSES_ I � i (V I GRID IS 4" (IN) SQUARE .4 8" 8" 1' - 6" 1' - 2" MARKING AREA ELLIPSE "A"� 19.58 SQ.FT. AXIS 10" -ELLIPSE "B" AXIS TYPE 7S TRAFFIC ARROW LANE z 2'- 5/8" (z 2.05') gOL I s�M I 2� TYPE 6SL (LEFT) \_er� TRAFFIC ARROW TYPE 6SR (RIGHT) TRAFFIC ARROW MIRROR IMAGE OF TYPE 6SL (MIRRORED ABOUT LANE CENTERLINE) (SHOWN AT REDUCED SCALE) SYMBOL MARKINGS TRAFFIC ARROWS FOR LOW -SPEED ROADWAYS STANDARD PLAN M-24.40-02 SHEET 2 OF 2 SHEETS APPROVED FOR PUBLICATION 0 h, Pasco Apr2 Apr (1201510:11 AM _ STATE DESIGN ENGINEER MAP Washington State Department of Transportation N > N C� Q Lid > Z Y O W CL W Q 2 CL O 0 U Q Q W Q c 0 0 w D c c 16 0 > c N I>_L ILLJ Im V) H z O N 7 d 'a LLI F- VV)>) U W IlY ° a) S = � D y m LLI N 0 m m '0M Y U LEI Or- O Z V Z U z Q O LL Z T L r Q 3.1 W I— Ill Z = o LLI I.L ? z O H L O ~ V O U = Z W i Q IJL.I Q CD Q V z_ Y Z O F_ Z W W SHEET: OF: 41/CH-9 70 JOB NO.: 17534 DWG: STD -DETAILS Y U) w a Z g r) Q 00 O O N O N 00 N O 3 U) J H w r) F- cn U E- L O U (D i I a41i _ O a) I? c rn N v O O O 0 O U U L V) IL 41 O V) a) O c N O c O c (D L LO Z O F- Z W ry a; c �c 0 L: a) +- v v) c c 0 'D LAC + w O 00 a) — O p u, 0 v >1 U) In + > .0 L O v 3 p L C N N —� > O v — +- OLn — O L E L C E O O + •- 0 } L r L N c O Ln + O L C T •- U) 0 •-3 00 _ ON � 0to� N 00 .-z + 0 (A a) L a) ao 0 4- (A 00 Q)C c Ln O C In — - -o + tea) v — 04-•- O E N4-•- p a) O•- a) U O•- a L c 'a 'a U O - (n p a) U1 O a) p a to O x — U) U 0 L U— U) L U1 ••- T O•- Oa +o a'orn — a)'Dalc O C a a) H O C a) L - L> 4- E 0 a) > a) 0 — 3 • O 0 0 �D J — O v +- L O 0 — -C — 4- c c jo a T — + U1 — O (n +- U) N Ln 3 L•3> -C Q) U13>a1) C 2 U1 L tl) O) L L 10 (A U } L c 3 In N U U) w d a) + _ > cr > C 3 L L— a) w N a) a 0 0 d 4- r O p U (n c (X U + a) r U +- L a) O C J N C (D L Y T N O N N` a) p N L F- O + •- c a+ •- O v 3 u O C L N O T C L+ E L +- — a 0 0 a V F- O O O L.L. T N c T C N L a) + 4- C U- F- •- F- 3 Li w•- L 0 O a) c cr • O O w C Q a) O O E 3(n ►- (n L (A w c L N a) 01 a) (n In - >Lm r C-0— - In —'O—M O V) a a •- C O 4- •- r C O a a Cr 3 — O> •- Q L O> a U) L U + 3 () L c r w a) (n a) a) C + U) a) r a) Or z C+4- aa) O c+-4-r U) •- cv O O c C (n E 3 0 C c N (A + — a) •- a) F- U a) •- a) O a) ui O C U u a) U U a z L C- a) O W L C- a Q) O T Q O 00 c— z O O O T ly+v 3d Q Ll+vF- ln -- J w ►- F- 0 •-- 0 i 3 z -» ►- F- .-r I-, �r0 O T O 1-1 L.L L.L Q •_ a) � C O Q w J C 3 z � O W W + Z 4- Q O J F- J C' O � N � r i r cr a) O ° +- L� a r O T N z F- v a) Z �--� T toCL U W M 2 (' �+ ^ z 3 O r-)z 0) Q)C O >TLn �C F- J ►- �- O v7 ° C)+ CL c a)a a cr- 0 M 0 U) o — W LL LL Q (Y F- Q 3 O 3 F- W z Q J O 3 F- cr- LL. 0 z U Q cn W 0 t� 0 z z O F- Ln 1 O c a- v w .c + 0 M 0 U) o — W LL LL Q (Y F- Q 3 O 3 F- W z Q J O 3 F- cr- LL. 0 z U Q cn W 0 t� 0 z z O F- Ln 1 O c a- v w .c + — 0 c ° 0 — O N L L � � U) L o O a 0 C 0 O C C 0 p L) O; + O u O N a)O Icr 3 T U a, v—a)0 — a cr C,U-(D 4- _• T Cl Ln T O r 3 r ~ 3 r N N N — — a) O (U 0) aT aaa T F- � F- F- F-- z W LiJ U Q - _ (V W g z a v J }O Li Z O N a LLI cr- tD r C cv W a ~ T F- W J �l i I I I I c 4_ u C I a) J I N I aa) L cr Y I I I 3 Z a J a L ^ Q) T ^ 0 ; 3 3 a) zj C) W�Z o W W ZZ v IL 0t-- z LU 0 Li W 4 o x H OCz 40 o t7 IL _ Q 0< U a + �. o �o 9 !�C + F- C O E aJ-1 Q) a m Q > Q�a v cr a) W r3 > 4- ° N N •- Ln N O L W a O as TT Y 3 Q �a > A F' �z w > 2 W J �> Q + Z X E � � O W N O \ a LLJ CU 4- O W O cc a v O F- i Wd Iz U r lkvmovOb w O Z W ui W f, Z� 1 �5 > O Y Q oz I U- �f i C ca c O w � ~, c O ° E Z o cu w =o w a) a) to C� in E F- U- 00 wU) 0 0 QU W Z J LU W C� a w _ uj � W LL. / yd w J O w J D C6 a U U � FF N LLI � 00 U 2:1 O c� cc a� CID 3 w � o 7C3 �CID N0 a O to a) N Y = O O is c Y 0 C Y Q) Z 3 y Q U N O U) J N O W O V C N N N a) m t �. ca _ W o�' v S ~o z CV O OZ U. U-W J � J -T W w T Z J O Z \ ~ g � z } Wto lc UJI H CV F- z N Q � T }}T F- r �a w cr w Y w M Z C) _ W W O J � z_ � O F- Y 1 Wz W m LLILLI 9 =Q O U� Q N Q� Z a p a a Z = N o Lu Z O N Q IL y ") O Z C) 0 W w, u a w W w LL. 4 >-Z Q W W aH Z IV) �F-< C/) d a V� Q U V) w w 0 J D O U);;T OZ W w F- N ZWw JOO �o;�z N O w Dz(n t $ to W 'du ;r z wl Ow F- O W U Q V N U W }}w F- Z U)SW DV)co z W Z J �w p U LUa U u 0 O�- a O O 0 > m � p H 04 0 Q W Z < 0 Y W 6 W 0 U Q a a Q LLI Q 0 Z E 0 NO o u N c N ~ Of 01ma 0 >a LLI y N � a p w Ej ra) N m U a.y w n/ p O Y LL y y U d R O Z z_ U OLL Z = Q N w � Q H w Z 2 0 LU z I.L = O H L,L � Q O = LJLI Z a 0 w V U i c� Q U z z Y O F- z w w SHEET: 42/CH-10 OF: 70 JOB NO.: 17534 DWG: STD —DETAILS Y U) LLLI Z g p a Ib O 0 N O N Ib N O U) J H W p r) F- Ln U E- L 0 U (D I c N a c rn a) 0 O O O O / c U O L U) O U) a) D 1= N O c O L N L r� Lo Z O F- z LLJ ry v - C 4- O 4- U O U 0_ 0_ C C v L M ° I n U').3 > L C CLi •3 •cn C • L 'D O o �C —mac O v^1 O E L U) a)J v w 'ov LUrn 0— E 3 Y a) a) v C •- s 4- +- m cu)v Uaa0. E-`� �'•0 o z) 0-0 In U1 U C a U) U 4- U a (U U V) L Z.- O L a ° U U v U O a) a) — E I+n Y to rn O L 3 +- 3L0 +- +- — LC x 0-c0C o O : 0 0 -C a)° E Z C 0 O— U 0 0 0 0 a s cn 3 +- 3• O O C C N +- -c L L +- c T (n 0_ 0— z J a OO CT'a a) —c —a)4- N a U O 4- 4- •-- a) E C v -0 • U — o O a o c— U O— LC C L.0 C a) +- — a o — > a_ v O •- a) o— acn c 00 o v-v -v•- -i+- O >T U) L c ti 0) L L a a) +- c+- c p'D F- 4- •- :3 C v +- • — U v v (A U) U) O +- •- .0 C— -a— v 4- c 0 U 0 L 3 v U +- 11 n a oVL (n0) v (A- �� 04- aao c (A+-+- 0_ aa) v L U L 4- z O O 0) - U) C a) (A•- — u - C) L 4) Ln (n +- +- U) •- .° C O U a) O -c C O N LL_ n 0— . . N U) •- U) 0_ •- U Ln -0 Z U) v L W o z N M Q Ln LD M IA W m (o f ° � z U) I313 a) v O O m L o U L U v 0 L v 0 4) ' + F- - +- +- 3 U L Q I L v o Ln �° v 0 o ° L — c I 0 N 4- L a) C y' O 0 a) >+ — I 0 o () L i X 7 C X O a) .r in U , N F- ~ L L + 4- � c o a) L L N •v 0 v a) +' a � U • v m _ F- I N U a) a) C) ut i 3 1 O iN 3 if L m a) +- — aci •v U +- C a ~~ I O im 0 (nJ _ F-N v 0 w 0_ 3 p 3 v 0 U C v a) a +- z •- cUn (n I U — N N O Q) 0 aN T 3 ~ O L +1 W o J Z LL_ W J Ln o a I III 4- III o III N Z w C J III - z I I C W L z I�I J I w J Z (U ' r Q � I III I o o � 3 3 � �- III W I III I I 3 I 0 9 I III I III ~ _ I I I I I I Ltn W } _ W a � 3 � d) 0: `n P F- w C O I � I 0 I C� +- In Ca C+ o "oo Z NN 3 C '0- In Ua0 L O a T F ° z O +- a) U (U V) •- W 4- 4- v L Z o C) Z Z Z C') 00 Z- N 0 ILN Z O Z~ 0cr- x W W W LL_ Q F-O0 0 Lu M Z F- d Q 0�F- u� a Q H Q U to CA d y C i } ° 4- L O J o o a 'V+- - L U) 0 i- O — c °C 3 +- V) 4)) •E E •- () L L 1- L- O a) C a) Q a 4- C O C 0 +- +- - I C c � U 4- C + U a) U o t— U) L — T ° 4+- 4) ),In 0 4)+- (AI v Z —cc3v W - L a) v•a)+7- 3 c 3++-} �C CO 3 +- 4) F- v — v U c 0 v —4 —4- C LQ► c O L c v L } + 'CJ U L- + C } us + O — � vL 4-L LF-N c — — D t + c C 4- O L. •3 o- O L O v + t v ° o 4- -0 a a aai C C o 3 Q II p 11 3 II O 3r. O If F- -� II 3 3 F- H 3 (n E C} E 00000000 a�'•- mNcnmwlf101n U C t` I-- to In M N N •+ O z � W m 70-0 Cz LtLt.Cz 4) E +- U E E E E E E E O N O In O In O In O Ln 0_ cDLnLoa'vMMN • L — 44))+- U C)inoinoInoin IN0 a0) m wLnMNOTI� v c J EEEEEEEE +U-v ON OLoOLnOLnOm 0_ LD Ln Ln w Q K) In N +- « .. .• « as of •• •• a o In o u•) o in o In V--4C) ca Ln U) 'T 'T rn M N LLJ -j L C.CLLLtt E Q + E E E E E E E �-- U) O a o Ln o In o Ln O to 4_ N W In In -cT tT rM M N OUD 1 ujn+ ( cD +4.a 1 ADM-OMl �Ln IL + 0: O T Z N 4) N � a T F- >1 a. o F- x Z aUD1 iD ujnl +,al C C N J .D 0_ Ln 3 N Z O U N a a) T U) F- U) aUD1 uJn+ +,p-j -m� J ►-1 Fa- 0 0 J F— C] J 4) c Z W W 1-4 o F— W LO J Z CL O Q H } O Z N 0 W C }. N O �— CJ a� o a) a) 0 } U a) O °) . c0 E 0 C U N a E C N UI rn _ v c L a) : • a E 4) C •L + L C U) U U U (D 0 L .30: o U T 0_ — U v C �0 a L C +- a) U E •3 C 7 C v J E OUD1 yODOuddd 0. C snu!w o v ' a I L a) o � �! c C O • U i- ° a) U) aL, .- 0) 0 cr- 0Z) a) Z U) O N L +- U) w w V1 U v w M L >- a +- IX c N C U (1) a) a 3 .0 IT MC) 11111111 Z = 0 LLJ � Z Z Z m OC N IL Z CL c O w 0 0 WW N WtiQ Q W O 2 n � >- z � Z p F- a a IL y LL C / _ J a � 4 W � U 3 O a) T cn 4) : 0_ — O >- U r 0 a. T O 3 O C oo T — Ig snu i w 2l o aC) C U J ®yoa F— W G] i V w w O Z z W z J D U) z O C14o O > m � p 0 D Q W 0 z < 0 Y w o W O a U 1 Q p a Q W Q p 0 Z o 0O o u N N ~ Of rn 0 R a >� y 7 � V) p w o N m of U W n/ p O Y LL y y U 0 z Z_ CU O LL Z = OL V)Q W � F- LJ.I Z 2 0 W Z = O_ H L Q O W Z ~ O W Q V U i c� Q U z_ Z Y O F- Z W SHEET: 43/CH-11 OF: 70 JOB NO.: 17534 DWG: STD —DETAILS m 0 m Q N 0 N r� 3 `i i c a� 0 i 0 d- 0 m U) U a� 0 L_ 0 2 GENERAL NOTES 1. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE 2018 WSDOT STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION AND ITS AMENDMENTS, SPECIAL PROVISIONS, WSDOT STANDARD PLANS, CITY OF RENTON STANDARD PLANS, AND NATIONAL ELECTRICAL CODE, ALL CURRENT VERSIONS. 2. USE CITY OF RENTON STANDARD PLAN 138.1 FOR SIGNAL HEAD DETAILS, SIGNAL SEQUENCE AND OTHER GENERAL NOTES, EXCEPT SIGNAL HEAD ASSIGNMENT NOTE #2 SHALL STATE MOUNTING TYPE "E" INSTEAD OF MOUNTING TYPE "D". 3. USE CITY OF RENTON STANDARD PLAN 138.2 FOR WIRING DIAGRAM. NOTE PEDESTRIAN SIGNAL HEAD 28 IS MOUNTED ON POLE #1 (NOT POLE #2 AS SHOWN ON 138.2). NOTE PEDESTRIAN SIGNAL HEAD 29 IS MOUNTED ON POLE #4 (NOT POLE #3 AS SHOWN ON 138.2). WIRING SHALL BE ADJUSTED ACCORDINGLY. 4. USE CITY OF RENTON STANDARD PLAN 138.3 FOR SIGNAL POLE DETAILS. NOTE SIGNAL POLE #4 IS A TYPE II (NOT A TYPE III AS SHOWN ON 138.3). SEE ALSO SHEET TS3. 5. REFER TO SHEET TS2 FOR ENLARGEMENTS OF EACH END OF PEDESTRIAN CROSSING, WIRING SCHEDULE AND SIGNING DETAILS. 6. APS PUSH BUTTON ASSEMBLIES SHALL BE POLARA I —NAVIGATOR MODEL IN2 WITH 9"X15" R10-3E SIGNS. 7. ALL CONDUIT CROSSING ROADWAYS SHALL BE DIRECTIONALLY DRILLED HDPE. 8. REFER TO CHANNELIZATION PLAN SHEETS FOR POST —MOUNTED TRAFFIC SIGNS. 9. CONTRACTOR SHALL INSTALL 48"X48" W20-902 "NEW SIGNAL AHEAD" SIGNS ON 4"X4" TREATED TIMBER POSTS WITH TWO ORANGE FLAGS EACH AT THREE LOCATIONS STAKED BY ENGINEER. REMOVE SIGNS, FLAGS AND POSTS 30 DAYS AFTER SYSTEM TURN —ON. EXISTING NEW CONSTRUCTION NOTES V Z O CONSTRUCT FOUNDATION AND INSTALL TYPE III SIGNAL POLE, SIGNAL HEADS, EVP DETECTOR, TERMINAL CABINET, LED LUMINAIRE AND TRAFFIC cy.0 SIGNS. USE CITY OF RENTON STANDARD PLANS 138.1, 138.2, 138.3 AND WSDOT STANDARD PLANS J-26.10-03, J-26.15-01. W O2 CONSTRUCT CURB TYPE FOUNDATION AND INSTALL TYPE PPB SIGNAL POLE AND APS PEDESTRIAN PUSH BUTTON ASSEMBLY. USE CITY OF W z RENTON STANDARD PLANS 138.1, 138.2 AND WSDOT STANDARD PLANS J-20.11-02, J-20.26-01. USED. W��_ z WTRUCT FOUNDATION AND INSTALL TYPE II SIGNAL POLE, SIGNAL HEADS, TERMINAL CABINET AND TRAFFIC SIGNS. USE CITY OF RENTON STANARD PLANS 138.1, 138.2, 138.3 AND WSDOT STANDARD PLANS J-26.10-03, J-26.15-01. U O5 CONSTRUCT CONTROLLER FOUNDATION AT STA. 18+26.5, 33.5' RT. INSTALL TYPE M STRETCH SIGNAL CONTROLLER CABINET WITH FRONT LL DOOR FACING SOUTHWEST. INSTALL BATTERY BACKUP SYSTEM, SIEMENS M62 ATC CONTROLLER WITH FIRMWARE HAWK 10 3.34G (OR Q GREATER), POLARA I —NAVIGATOR CONTROLLER AND ASSOCIATED EQUIPMENT. USE CITY OF RENTON STANDARD PLAN 126.1. pC O6 INTERCEPT EXISTING STREET LIGHTING CONDUIT AND SWEEP INTO NEW TYPE 8 JUNCTION BOX. RE —WIRE EXISTING STREET LIGHTING CIRCUIT PER WIRING SCHEDULE. INSTALL NEW CONDUCTORS PER WIRING SCHEDULE. Z Q O7 DISCONNECT EXISTING STREET LIGHTING CONDUCTORS IN EXISTING JUNCTION BOX AND REMOVE CONDUCTORS TO SOUTH INTERCEPT POINT. SPLICE NEW CONDUCTORS TO EXISTING CONDUCTORS IN JUNCTION BOX. REFER TO WIRING SCHEDULE. O8 ROUTE NEW POWER CONDUCTORS THROUGH EXISTING STREET LIGHTING CONDUIT TO EXISTING SERVICE CABINET LOCATED AT APPROXIMATE W STA. 198+00, LT. TERMINATE CONDUCTORS ON EXISTING SIGNAL CIRCUIT BREAKER AND NEUTRAL BAR. _ O COORDINATE WITH PUGET SOUND ENERGY FOR RELOCATION OF OVERHEAD POWER LINES TO PROVIDE TEN FEET OF CLEARANCE TO LUMINAIRE POLE AND LUMINAIRE. INSTALL FOUNDATION AND ARTERIAL STREET DECORATIVE LUMINAIRE POLE WITH LED ROADWAY LUMINAIRE ON 8' MAST Lu ARM. USE CITY OF RENTON STANDARD PLANS 117.1, 117.3, 119, 120, 121, 124, 125 AND 8' FOUNDATION DEPTH. 10 INSTALL WIRELESS INTERCONNECT EQUIPMENT PER MANUFACTURER'S RECOMMENDATIONS. RADIO UNIT SHALL BE INSTALLED IN CONTROLLER CABINET. ANTENNA WITH MOUNTING SHALL BE INSTALLED ON SIGNAL MAST ARM OF SIGNAL STANDARD #1. SEE SHEET TS3. cr �� 17+00 18+00 1 11 LEGEND VEHICLE SIGNAL HEAD PEDESTRIAN SIGNAL HEAD -0 PREEMPTION DETECTOR APS PEDESTRIAN PUSH BUTTON ASSEMBLY UTILITY POLE AND LUMINAIRE 0--0 DECORATIVE LIGHT POLE AND LUMINAIRES) 1 ® DECORATIVE SIGNAL POLE, TYPE PPB �— DECORATIVE SIGNAL POLE, TYPE II DECORATIVE SIGNAL POLE, TYPE III 8 TYPE 1 JUNCTION BOX, J-40.10-04 0 TYPE 2 JUNCTION BOX, J-40.10-04 0I TYPE 8 JUNCTION BOX, J-40.30-04 ----- CONDUIT ® CONTROLLER CABINET, COR 126.1 �--r SIGNAL —MOUNTED TRAFFIC SIGN, COR 132.0 O CONSTRUCTION NOTE O SIGNAL POLE NO. AWIRE NOTE `L / CI B Y 15 28 1 2" co / e 4U21/ Al 13 1 ° . 14 lb / x so, ril d �i i a 0� D �> •4 20+00 - - G G - 41 D RENTON AVE. S. u ni - 21 +00 1 — . — — W#r—i:l I — — — I G G —� .• D D D 20 0 20 40 scale feet APPROVED FOR BID CITY OF RENTON DATE APPR4 D FOR CONSTRUCTION CfTY OF RENTON DATE m 0 00 rn 4- 0 v t/� V E O QJ 4-1 v v V o N � m rn N fV t rn Ln O N N 0 1 " 2" TWO INCHES AT FULL SCALE. IF NOT, SCALE ACCORDINGLY s U H w �y w O _z z z w z J U) z 0 U O N 0 o w 0 zLu Q W a_ Q m = m 0 0 Q 0 Q w Q a O O z z CC G z O_ � > w 0 z z w w 0 0 0 0 Q Q Qa z .i M O Z cc 0~ Q o o� �co o _Z U LL co 0 W w F LL U) as U Z w V Q z Y O H Z W OC SHEET: 44/TS OF: 70 JOB N 0.: 17534 DWG: TS-REV3 AN m 0 m Q rn 0 N 00 3 �I cn C 0 i 00 0 0 Q' U p n z 5 0000 0000Op00 0o00 00000000000 0OOo i 000 11 FA-1 B 10 S1 7 5 6 Ag 10 11 2 28 - — 12 15 I' OOpOp O 00 0 00 --� p 00 O 00 °OQ" 00000000 0°000000 p000000 °0000 0000 00O00 0 00 00 0 0 0 0 0 00 0 00 °. O 0. — O ---- _ _ - 00000 \ 00000 \ 0000 l j 0000 p 2 2 6 2,S3 1 1 S4,S5 12 7 8 1 NW CORNER DETAIL NO SCALE WIRING SCHEDULE CONDUIT RUN zL CONDUIT SIZE CONDUCTORS REMARKS WIRELESS INTERCT CABLE PED ETECT 2CS EVP DETECT 3CS V/P HEAD ILLUM #8 POWER #6 GROUND #8 GROUND #6 1 3" 3 1 2 1 1 3 3 NOT USED 4 1" 1 1 5 3" 1 3 1 DIRECTIONAL DRILL 3" DIRECTIONAL DRILL, SPARE, INSTALL PULL TAPE 6 3" 1 2 1 1 3" 6 1 2" SPARE, INSTALL PULL TAPE 7 EX 2" EX 2 EX 1 EX REMAINS UNCHANGED EX 2" EX SPARE 8 EX 2" 2 1 INTERCEPT EX CONDUIT, REPLACE EX CONDUCTORS EX 2" INTERCEPT EX CONDUIT, REPLACE EX PULL TAPE 9 2" 2 1 SWEEP EX CONDUIT INTO NEW JUNCTION BOX 2" SWEEP EX CONDUIT INTO NEW JUNCTION BOX 10 2" EX 2 EX 1 SWEEP EX CONDUIT INTO NEW JUNCTION BOX 2" 2 SWEEP EX CONDUIT INTO NEW JUNCTION BOX 11 2" 2 1 12 2" 2 1 CONTROLLER POWER 13 EX 2" EX 2 EX 1 REMOVE & REPULL EX 2-2#8, EX 1-#8 GROUND EX 2" 2 1 USE EX SPARE 14 EX 2" EX 2 EX 1 EX REMAINS UNCHANGED EX 2" 2 1 USE EX SPARE 15 2" 2 1 I.DIRECTIONAL DRILL 2" DIRECTIONAL DRILL SPARE INSTALL PULL TAPE NOTES: 1. ROADWAY CROSSING SHALL BE DIRECTIONALLY DRILLED HDPE CONDUIT. SEE SPECIAL PROVISIONS. 2. ALL CONDUITS WITH NO CONDUCTORS SHALL RECEIVE DETECTABLE PULL TAPE. 4 4 1 S7,S8 4 3 S9,S10 2 O000p0 °p000 00 00 )0000 a00000 0 00000 29 14 5 ---- S 6 13 000 00000000002001000, 0p00000000 0O �000000 000o00OOOOpe 0000 NE CORNER DETAIL NO SCALE s2,s4, SIGNAL —MOUNTED SIGNING DETAILS W11-2 -2 V z oC LLI W z_ V z u.j U LL LL a z Q LLI W I 36" SIGNING NOTES: 1. SEE CITY OF RENTON STANDARD PLAN 138.1 FOR R10-23 MOD. (SIGNS S1 AND S6) 2. USE WSDOT "SIGN FABRICATION MANUAL" FOR LAYOUTS. 3. USE SHEETING DIAMOND GRADE VIP SHEETING ON ALL SIGNS. 4. USE CITY OF RENTON STANDARD PLAN 132.0 FOR ALL SIGNAL -MOUNTED SIGN MOUNTINGS. 5. MOUNT SIGNS S3,S5,S8,S10 DIRECTLY UNDER SIGNS S2,S4,S7,S9 RESPECTIVELY. 36" 6. SEE SHEET TS3 FOR SIGN LOCATIONS. 24" *11100 12" S3,S8 W16-7PL 24" **** 12" S5,S10 W16-7PR APPROVED FOR BID CITY OF RENTON DATE AP P VED FOR CONSTRUCTION C17 OF RENTON DATE rrn O 00 4- 0 4- 0 u �..0 J u s o d N 0-) N d L ct5 rr1 4J N t 4- :3 m O N v1 �n N 0 1 " 2" TWO INCHES AT FULL SCALE. IF NOT, SCALE ACCORDINGLY e U H w w Oz z w I z J U) z O U 00 S T = 0 w w 0 c o > Z I- Q w d 0 C� Q 0 a_ Q w Q 0 � - 0 0 z z z o_ `" � w 0 0 z z w w 0 0 0 0 Q Q <1 3 o ~ Q o � � Z �� o 6? 0 a Z U U Z Z O � w � 8 z W F- Z V. � & O 5 z z _ w U > C� z Y O z w SHEET: 45/TS2 OF: 70 JOB NO.: 17534 DWG: TS_REV3 i 0 0 ry Op, ENTATION 0 W *90'f J L`) z 0 a z E1 00- �2 yid b POLE ORIENTATION LINE (4) STANDARD SLOTS ACCEPTING: (4) 1 Y2"-2"O X (ANCH( BOLT LENGTH SHALL BE DETERMINED BY POLE MANUFACTURER) GALVANIZED ANCHOR B( 1.5"-2" A36 STEEL PLA 18-22"0 BOLT CIRCLE ATTACHMENT POINT ALL HANDHOLES AT 180° FROM E1 * IF E1 OR E2 SIGNAL ARM IS NOT NINETY DEGREES TO THE ANCHOR BOLT PLATE THEN SPECIAL DESIGN POLE LOCATION STATION RO p,0 -POLE ORIENTATION ANGLE (P.O.A. DEGREES CLOCKWISE FROM OFFSE LINE TO POLE ORIENTATION LINE (SETS ANCHOR BOLT ORIENTATION) POLE ORIENTATION AND ATTACHMENT POINT DETAIL BASE PLATE DETAIL TYPE PPB PPB POST 18"-22" SQ LEGEND a. Vehicle Display b. Sign C. Not Used d. EVP Detector e. Wireless Interconnect Antenna f. uminaire g. Pedestrian Display h. Terminal Cabinet i. APS Push Button Assembly j. Handhole 1 B 402 B1 Idl r 2) B2 � B3 b C� C LUMINAIRE, MOUNTING AND SHROUD PER CITY OF RENTON STANDARD PLANS D 117.1 AND 117.3 0 f NOTES O1 MOUNTING COUPLING INSTALLED AT OFFSET DISTANCE INDICATED IN CHART. O2 FIELD INSTALLED. SIGNAL DISPLAY VERTICAL CLEARANCE (FEET) FROM STOP LINE 40' 45' 50' 53'-150' MIN. MAX. MIN. MAX. MIN. MAX. MIN. MAX. 3 SECTION 12" 16.5 17.5' 16.5 19.2' 16.5 20.9' 16.5 22.0' 4 SECTION 12" 16.5 17.0' 16.5 18.0' 16.5 19.7' 16.5 20.8' 5 SECTION 12" 16.5 17.0' 16.5 17.5' 1 16.5 18.5' 16.5 LIMITS OF VERTICAL CLEARANCE REQUIREMENT ROADWAY DECORATIVE TYPE MAST ARM SIGNAL POLE i 2 2 DECORATIVE TYPE III COMBINATION LIGHTING AND MAST ARM SIGNAL POLE (SHOWN) wm F F b 2 b H MIN. Q gG 0 IH '00 I❑ 1 = Do I Q0 CURB OR EDGE OF SHOULDER APPROVED FOR BID CITY OF RENTON DATE APP7VED F CONSTRUC11ON CITY OF REN ON DATE * BASED ON 1,500 PSF ALLOWABLE LATERAL SOIL BEARING PRESSURE. SIGNAL POLE DETAIL CHART STD' No. 0 FIELD LOCATION TYPE MOUNTING HEIGHT(FT) SIGNAL MAST ARM DATA LUMINAIRE ARM(FT) POLE ATTACHMENT POINT ANGLES (deg) FOUNDATION DEPTHS (FT) * REMARKS (Z) (FT) (POLE CL TO ATTACHMENT P WINDLOAD AREAS (FT)2 (X)(Y) (X)(Y)(Z) STATION OFFSET LT. RT. P.O.A. Al A2 131 B2 B3 B4 B5 131 B2 B3 TOTAL FT)3 C D E1 E2 F G1 G2 H 11 12 3' RD. 3' SQ. 4' RD. 1 RENTON AVE, 18+83.00 38.50' X 0 III 18 35 19.5 15 10.5 17.5 1.5 11 10 11 480 8 0 0 90270 90 135 8 20' MAST ARM 2 RENTON AVE, 18+76.61 35.39' X 0 PPB 2 90 3 RENTON AVE, 18+85.71 35.76' X 0 PPB 90 4 RENTON AVE, 18+75.50 37.50' X 0 II 18 28 22.5 17 11 10 11 720 0 90 27 270 135 8xx 28.5' MAST ARM 0 1" 2" TWO INCHES AT FULL SCALE. IF NOT, SCALE ACCORDINGLY 00 0 N o o ; z w Cr i- Q w w Q _ a- 0 0 U Q 0 a- Q w Q 0 z z z o_ � w 0 0 z z w w 0 0 0 0 Q Q <1 z 0 Lo il�ino. P� c� z_ U Q z � z J F_ 3 w z = o F �w I.L Cn � _ 5 z z as F- tj U U Q z Y O H W SHEET: 46/TS3 OF: 70 n 2 JOB NO.: 17534 DWG: TS_REV3 Y w Q z g 0 Q 0 N 0 N 00 N 0 6 3 v LO r7 cn I U) 1 0 n I V) w 0 / U 0 U L I 41 U) a / a� a C O 0 0 0 0 rn U O L D W L 41 D O N D O > a c O c a) 110 i z 0 z w fy / DocuSign Envelope ID: 1316CE03A-ED99-41I1-B559-FEB382C92BFB 2" RADIUS (TYP.) —� A 2" RADIUS (TYP.) ---� A �Name�P� GAS Y r, �FNT0 a 1 " BORDER 1" BORDER SIGN TYPE SIGN DIMENSIONS A B C D MAST ARM MOUNTED MIN 18" VARIES 12" 9" GENERAL NOTES: 1. FONT SHALL BE MUTCD D SERIES, UNLESS AN ALTERNATE MUTCD SERIES IS APPROVED BY THE CITY 2. SIGNS WITH TWO LINES OF STREET NAMES SHALL USE ARROWS TO INDICATE LOCATION OF STREETS 3. A CITY LOGO SHALL BE INCLUDED ON MAST ARM MOUNTED STREET NAME SIGNS THAT ARE TO BE INSTALLED IN DOWNTOWN CORE. SIZE OF LOGO SHALL BE AT LEAST 12" HIGH. 4. LETTERS AND NUMERALS SHALL BE CUT FROM 3M ELECTROCUT FILM SERIES 1170 OR APPROVED EQUAL 5. SIGN BLADE THICKNESS SHALL BE 0.125" 6. SIGN SHEETING SHALL BE 4000 SERIES 3M DIAMOND GRADE REFLECTIVE SHEETING OR APPROVED EQUAL 7. SIGN MOUNTING HARDWARE SHALL INCLUDE BOLTS, RIVETS SHALL NOT BE ALLOWED 8. FOR SIGN MOUNTING DETAILS, SEE WSDOT STANDARD PLAN G-30.10 9. SIGN PROOFS FROM THE MANUFACTURER SHALL BE SUBMITTED TO THE CITY FOR APPROVAL PRIOR TO FABRICATION OF MAST ARM MOUNTED STREET NAME SIGNS COLORS LEGEND, ARROW HEAD, SEPARATION BAR — WHITE (REEL.) BACKGROUND — GREEN (REEL.) Y o MAST ARM MOUNTED PUBLIC WORKS STREET NAME SIGNS •PLAN— 132 + DEPARTMENT AP ' OVED: 7/30/2018 DATE PANT SPECiFCA-ONS: ALL ALUMINUM LUMINAIRE AND POLE RELATED PARTS SHALL BE FACTORY PRIMED AND POWDER COATED, FINISH COLOR: RA.- 9005 T X "JET BLACK" DECORATIVE LUM NA RE POLE NO ES ROUND TUBULAR SECTION (NO TAPER) .. ROUND TAPERED POLE SECT ON (0.14"/FT) ."' N'OM'NAL LUM NAIRE HE GHT (LUM NA RE HE'GHT + SHROUD) ROUND POLE CAP _ LUMINAIRE ARM w w LENGTH PER PLANS �-, � l 0' MAX SECURE TOP BANNER BRACKET WITH �— THROUGH BOLTS AND SHIM TO LEVEL PER MANUFACTURER'S INSTRUCTIONS, SECURE BOTTOM BANNER BRACKET W TH ADJUSTABLE STA NLESS STEEL w BANDS AND SHIM TO LEVEL PER w MANUFACTURER'S INSTRUCTIONS CL DOME STYLE LED LUMINAIRE — (WATTAGE PER PLANS, 4,000K CCT, 120-277V UNIVERSAL DRIVER, WITH FLAT GLASS LENS) BY LUMEC (OR APPROVED EQUAL). DR VER SHALL BE INTEGRAL TO THE FIXTURE. FOR MOUNTING ARM DETAILS SEE S`D PLAN 117.3. I u w c� z z 0 ha 4'-0" LUMINAIRE ARM N 22.25" FOR STREET LIGHT z STANDARD DECALaf NUMBERING DETA.L, m REFER TO C`TY OF RENTON STD PLAN z 121. a U w 10" BASE DIAMETER, _ - 0 40'-0" LONG 0 (CONTINUOUS), SMOOTH ROUND TAPERED w (0,14"/FT) ALUMINUM POLE u- 0 REINFORCED HANDHOLE :2 WITH COVER 1 ANCHOR --\ 0 BOLT COVERS 0 (PROVIDED BY POLE o MANUFACTURER) FOR FOUNDATION DETAILS, SEE THIS SHEET 28" (2) BANNER BRACKETS WITH PRESSURE RELEASE SPRINGS. S-0" 0 w w w a_ Q r- a a 0 a_ Li Li z z a m 0 �-- ALUMINIUM SHROUD (BY MANUFACTURER) DOME STYLE LED LUMINAIRE (WATTAGE PER PLANS, 4,OOOK CCT, 120-277V UNIVERSAL DRIVER, WITH FLAT GLASS LENS) BY LUMEC (OR APPROVED EQUAL). DRIVER SHALL BE INTEGRAL TO THE FIXTURE. FOR MOUNTING ARM DETAILS SEE STD PLAN 117.3. 0' LEVEL �r- OPTIONAL I BANNER TO BE PROVIDED AND 4 INSTALLED BY I OTHERS 0' LEVEL 0 w c� z z O M O 1 Ln SIDEWALK OR PLANTER STRIP ROADWAY INSTALL GROUT, PROVIDE �" DIA DRA'N TUBE THROUGH GROUT POLE ELEVATION PUBLIC WORKS ♦ DEPARTMENT /0 2" CONDUIT UN STATED OTHER' PLANS ANCHOR BOLT 2" CONDUIT UNLESS STATED OTHERWISE ON PLANS 3/4" CHAMFER (TYP) 1'-6" MIN BELOW — GROUND, 2'-0" MIN UNDER PAVEMENT EXTEND THE CONDUIT 6" MIN BEYOND FOUNDATION OR THE CONTROLLED DENSITY BACKFILL #4 HOOPS @ 12" 8 - #7 BARS, - EVENLY SPACED BASE PLATE DETAIL (4) OVAL SLOTS 8 - #7 BARS, EVENLY SPACED CENTER CONDUIT IN FOUNDATION 14 3/8"-15" DIA BC #4 HOOPS @ 12" FOUNDATION SECTION GROUND POLE TO FOUNDATION z J 2-1/2" CLR O.' o 90' z U U 180' 0' w Q d af 11 270' • DECORATIVE ROADWAY LUMINAIRES 36" FOUNDATION DETAIL z 0 In U, J zQ �z 0a ARE MOUNTED AT 0' 1-3/8" DIA HOLE • DECORATIVE PEDESTRIAN LUMINAIRES (TYP) ARE MOUNTED AT 180' HANDHOLES • ARE MOUNTED AT 180' �s 3/8" STEEL PLATE BANNER SUPPORT BRACKETS ARE MOUNTED AT 0' BOLT CIRCLE (DIA ORIENTATION LOCATION SIZE TO LUMINA RE BASE PLATE DIMENSION) ANCHOR BOLT TEMPLATE DETAIL ANCHOR BOLT, 4 TOTAL, 1" DIA (TYP) 1-1/4" HEX NUTS, STEEL (6 - REQ'D PER ANCHOR BOLT), FLAT WASHERS (6 REQ'D PER ANCHOR BOLT) ANCHOR BOLT ASSEMBLY DETAIL FOUNDATION DETAILS NOTE: NO SONATUBE ALLOWED FOR FOUNDATION CONSTRUCTION ARTERIAL STREET STD. PLAN- 117.1 DECORATIVE LUMINAIRE POLE PPR0 ED: DETAILS ! DATE • U V W W 0 Z Z W z J D z O U 0 a- V) V) 0 u- 0 04 C9 D Ld Q LIj > z Y O L;jQ w CL Q 2 CL U Q 0 a_ a_ Q w Q C 0 CD Z t0 0 0 C 2 ' 0 N m N ~ z0 I� N 7 d � V% O U Lu N LL 0a ra) 0 O O 4)y w U)a. m Y U d 0 z CD Z_ U 0 LL cf) J Z H Z LLI z cl) w = F- O Q w o Z O_ U LL cn IL `} I H U z O U C9 W 7 w > a O S G Q 0 z Y Z O cA F- Z LIJ SHEET: 47/SIG-3 OF: 70 JOB NO.: 17534 DWG: DETS—PDFS—SH 35 T a PAINT SPEC F CATIONS: ALL ALUM NUM LUV NA RE AND POLE 90• DECORATIVE PEDESTRIAN RELATED PARTS SHAD_ BE FAC-ORY LUMINAIRES ARE MOUNTED PRIVED AND POWDER COATED. 180• I -0• AT 180' (UNLESS OTHERWISE FN,SH CO4OR: RA_ 9005TX "JET BLACK" I NOTED ON PLANS) 270, 0 HANDHOLES ARE MOUNTED z AT 180' PLANT - SUPPORT BRACKETS ARE DECORATIVE LUMINA RE PO_E NOTES ROUND TUBULAR SEC -ION (NO TAPER) _• ROUND TAPERED POLE SECT'!ON (0.14"/F T ) ROUND POLE CAP Q MOUNTED AT 0' (UNLESS „ o OTHERWISE NOTED ON 2 CONDUIT UNLESS PLANS) STATED OTHERWISE Of PLANS ORIENTATION LOCATION 4'-0" LUMINAIRE ARM Lo — — � — — — — — c\2 HOLE OPENING FOR BANNER. 22 25" SECURE WITH THROUGH BOLT DOE STYLE LED LUM NA RE (WATTAGE PER PLANS, 4,000K CCT, 120-277V UN VERSA'.. DRIVER, WITH FLAT GLASS LENS) BY LUMEC (OR APPROVED EQUAL). DR VER SHALL BE INTEGRAL TO THE FIXTURE. FOR MOjNTNG ARM DETAILS SEE STD PLAN 117.3. I i" DIA. IRRIGATION HOLE WITH LIQUID TIGHT FITTING I FLEXIBLE CONDUIT. INSTALL ANCHOR BOLT COVERS (PROVIDED BY POLE MANUFACTURER) INSTALL GROUT. — i PROVIDE 1/2" DIA DRAIN TUBE THROUGH GROUT t t FOR FOUNDA-TON DETAILS, SEE THS SHEET CQ I _I 2.5" x 5" REINFORCED ALUMINUM HANDHOLE COVERED BY 3"X6" ALUMINUM DIE CAST PLATE ATTACHED BY SCREWS IN EACH CORNER. STREET LIGHT DECAL NUMBERING PER DECAL NUMBERING DETAIL, CITY OF RENTON STD. PLAN 121. 2.5" x 5" REINFORCED ALUMINUM DRIP ACCESS HANDHOLE OPENING ON POLE WITH %"-16 HOLE FOR A GROUND CONNECTOR, FLUSH FITTING ALUMINUM DOOR AND GASKET ft� POLE ELEVATION 6" O.D. x 0.250" WALL (POLE) 3" x 6" REINFORCED ALUMINUM HANDHOLE OPENING WITH COVER ON POLE WITH %"-16 HOLE FOR A GROUND CONNECTOR, FLUSH FITTING ALUMINUM DOOR AND GASKET TOP OF SIDEWALK OR PLANTER STRIP C\2 ANCHOR BOL 8 - #5 BARS, EVENLY SPACED CENTER CONDUIT IN FOUNDATION 10'-11" DIA BOLT CIRCLE #4 HOOPS @ 12" FOUNDATION SECTION 2 CONDUIT UNLESS GROUND POLE TO STATED OTHERW,SE ON FOUNDATION PLANS z v ]� ---, 3/4" CHAMFER (TYP) V-6" MIN BELOW GROUND, 2'-0" MIN UNDER PAVEMENT i EXTEND THE CONDUIT 6" MIN BEYOND FOUNDATION OR THE CONTROLLED DENSITY BACKFILL #4 HOOPS @ 12" 8 - #5 BARS, EVENLY SPACED 2 1/2" CLR NINE lir _rl 1001 30" .� FOUNDATION DETAIL 1-1/8" DIA HOLE (TYP) 1/4" STEEL PLATE BOLT CIRCLE (DIA SIZE TO LUMINAIRE BASE PLATE DIMENSION) ANCHOR BOLT TEMPLATE DETAIL TOP OF FOUNDATION T I ANCHOR BOLT, 4 FABRICATED ALUMINUM BASE TOTAL, 1" DIA (TYP} PLATE ASSEMBLY. Lo C\2 5EE STD DETAIL 117.5 1" HEX NUTS, STEEL (6 REQ'D PER ANCHOR BOLT), FLAT WASHERS (6 REQ'D PER ANCHOR BOLT) ANCHOR BOLT ASSEMBLY DETAIL FOUNDATION DETAILS NOTE: NO SONATUBE ALLOWED FOR FOUNDATION CONSTRUCTION Y o� ARTERIAL STREET STD. PLAN— 117.2 + am+ PUBLIC WORKS DECORATIVE PEDESTRIAN LUMINAIRE POLE ALPpRO D: OWN DEPARTMENT DETAILS lye17 N 54ftE POLE 2'-0" (LUMINAIRE ARM LENGTH) 3.5" DIA HOLE 2 . 2 TANGENT 5' R 4" iI7 i� POE 4'-0" (LUMINAIRE ARM LENGTH) 2" TANGENT 7.5' R , , 13.5" 3.5" DIA HOLE ME 6'-0° (LUMINAIRE ARM LENGTH) 10'-0" Ln (LUMINAIRE ARM LENGTH) LH ! r 45' R 38" Lq Lo 8'-0" Ln (LUMINAIRE ARM LENGTH) Sri ! r 30' R 30" 4" OD HOLE 4" OD HOLE 12'-0" DIRECT ACCESS TO THE SCREWS BRACKET LEAD THIS SIDE WIREWA Y \—06 5/8" TOP VIEW '- (LUMINAIRE ARM LENGTH) TERMINAL BLOCK 60' R 46" CONNECTOR 1 1/2" WIREWAY 4" OD HOLE rvniv w i i rri��rrM i BRACKET SIDE VIEW DETAILS LUMINAIRE ARM DETAILS ROUND CAP ALUMINUM SHROUD - (BY MANUFACTURER) MANUFACTURER SHALL WELD SHROUD ALL THE WAY AROUND LUMINAIRE ARM IJ, cn 0- ckf Q Ln LUMINAIRE u � CONDUCTORS uj o z� => --i ZD J LL I TERMINAL BLOCK HOUSING DETAIL 0 O [If F- = 2 L PIGTAIL FROM if FIXTURE TO TERMINAL BLOCK SHALL BE PROVIDED BY MANUFACTURER FOR TERMINAL BLOCK DETAIL, SEE THIS SHEET CLAMP -ON TO LUMINAIRE DOME STYLE LED LUMINAIRE (WATTAGE AND OPTICS PER PLANS, 4000K CCT, 120-277V UNIVERSAL DRIVER, WITH FLAT GLASS LENS) BY CYCLONE (OR APPROVED EQUAL) DRIVER SHALL BE INTEGRAL TO THE FIXTURE DECORATIVE LUMINAIRE LUMINAIRE ARM MOUNTING BRACKET DETAILS LUMINAIRE AND MOUNTING PUBLIC WORKS TD. PLAN— 117.3 ' BRACKET DETAIL ROV D: DEPARTMENT F DATE • U V W W 0 Z Z W z J Z) z O N = � L_ 0 N C9 w Q Z Y O Li! w w CL Q 2 CL_ 0 0 0 Q 0 a_ G_ Q W Q c 0 Z 0 0 E2 w 2 _ c 2e > c o N m N ~ z O N 7 LLJ cn U Nw 1.6 °� sY =1 O ) y m LLI N y m m m Y U 0 z 0 Z_ U o w cn J Z F_w Z LLI = = O Q W o Z O U LL cn L_L `} I U z O 0 C9 W 7 W > a O G J Q 0 Z Y Z O cn F_ Z Lu SHEET: 48/SIG-4 OF: 70 JOB NO.: 17534 DWG: DETS-PDFS-SH 35 w Q Z g Q O O N O N 00 N O Lc) ch I i w 0 / U 0 U N i V) c 0 r / cn O O O O O c U V) N i O V) N 73 c a) 0 c O c a) r� i Z O Z w ry / REFER TO WSDOT LOCKING LID STANDARD DUTY JUNCTION BOX TYPES 1 & 2 STANDARD PLAN J-40.10-03 9 2' MIN. ':'2 � -! �R"q I SPLICE KITS CLEAR EPDXY SPLICE KITS ON ALL THRU WIRE RUNS 4" CONCRETE PAD —, #8 BARE COPPER GROUND WIRE 1 —y6 EQUIPMENT G 40 VAREW/GREEN INSULATION FROM SERVICE CABINET 2 — LIGHTING SYSTEM WIRES TO CONTACTOR (SIZED AS REO`D.) 5 f 8"x8' COPPER CLAD GROUND ROD NOTES: LUMINAIRE WIRES WILL BE A CONTINUOUS RUN FROM FUSE HOLDER TO FIXTURE WITH NO SPLICES. --, FUSE KITS QUICK DISCONNECT J AMP IN LINE FUSE KITS S.E_C OR EQUAL FOUNDATION 1. EQUIPMENT GROUND WIRE & BARE WIRE SHALL BE SECURELY FASTENED TO THE GROUND LUG INSIDE THE POLE HANDHOLE. ALL BONDING & GROUNDING CONNECTIONS SHALL REMAIN ACCESSIBLE FOR INSPECTION AND MAINTENANCE. 2. IF THE FIXTURE MANUFACTURER HAS MADE PROVISION FOR THE A11ACHMENT OF A GROUND WIRE A GREEN INSULATED WIRE OF THE SAME SIZE 'SHALL. BE RUN FROM THE FIXTURE TO THE GROUND LUG INSIDE. THE POLE HANDHQLE. IF THE FIXTURE MANUFACTURER HAS A GROUND LUG A #8 GREEN INSULATED WIRE SHALL BE RUN FROM THE FIXTURE GROUND LUG TO THE POLE GROUND LUG. PUBLIC WORKS DEPARTMENT GROUND ROD TO LVMINAtRE LUMINAIRE WRES WILL BE #12 AWG IN A JACKETED CAB, yB GREEN INSULATED WIRE TO FIXTURE GROUND LUG 1 /4- 164INIMUM nn alll LlA4 C TYPICAL LIGHTING U N'DERG ROU N D SYSTEM TOP OF CONCRETE FOUNDATION TO BE LEVEL. %I TH TOP OF 5'DEWALK OR CURB 9m. pim - 119 Al"PHOVI, D: 1)7% 7' y J d ° Y * - d .a • Q - � d C7 � , z 3, a 0 ._ Y • . a , . a u • Y STREET LIGHT POLE UNCTION BOX PLAN VIEW SIDE VIEW LIGHTING STANDARD & JUNCTION BOX NOTE: CLASS 'B' CONCRETE TO BE USED IN CONSTRUCTION OF PAD PUBLIC WORKS r DEPARTMENT 4" DEEP f • Y � 4 ` d rD # a a +•.. Y d Ya . + PLAN VIEW INDIVIDUAL JUNCTION BOX CONCRETE PAD DETAILS OVED: TE • U H LU LU 0 z o w U Z J VJ Z O U N = LL. N 0 D Q LLI6 > Z Y O W � W 13- 0 U Q 0 Q W Q 0 z 0 0 £o w ° =2 16 > o N CE m V) ~ Z O N 'a 7 N F- V) U°s L�u/ Li sY ' : M O ai N .� m Y d (If O Z 0 z U oLLcl) J Z Z LLI = cl) = Q W Z O ? O U_ LL (n LL U r Z O U C9 W Z W > a O J Q V' Z Y z O it z LIJ SHEET: 49/SIG-5 OF: 70 JOB NO.: 17534 DWG: DETS-PDFS-SH 35 NO U) �L 0 V) H W U O U N L 41 U) a / Q- C O 0, O O O O rn U O L L 41 O N Z3 O a c O c a) L Lo r- i z O z Lu ry / INSTALL DECAL NUMBERS VERTICALLY. INSTALL IN DRY WEATHER, 500 F OR ABOVE 1 NUMBERING 2 EXAMPLES 3 4 C LED TYPE 5 6 7 WATTAGE w Li CURB Ln LJ z TRAFFIC z FLOW CD PLAN VIEW FOR STD PLAN 117.1 FOR STD PLAN 116.1,117.2,117.4 1- 3/4" TO 2" 0.88" O cN; 00 N N CN �- DECAL: REFLECTORV ED GOTHIC GOLD OR WHITE LEGEND ON BLACK BACKGROUND v~�Y o� STREET LIGHT STANDARD STD. PLAN- 121 .o PUBLIC WORKS DECAL NUMBERING SYSTEM A PROV DEPARTMENT D A Tt l '-6:s 4�� TYPICAL LIGHT BASE AND JUNCTION BOX CONCRETE PAD F � FRONT VIEW TYPICAL JUNCTION BC `B' CONCRETE PAD 3t_O:s pw FRONT MEW �„ o o p oo Aa luG s SIDE VIEW TYPICAL JUNCTION BOX `C' CONCRETE PAD 4,_D�, �p P a0pap p a4a p &+ '74 daG❑., FRONT VIEW 3,_Dp, SIDE VIEW SIDE VIEW 3I — D,t KAINI PUBLIC WORKS TYPICAL CONCRETE PAD DETAILS STD_ PLAN — 125 DEPARTMENT I MROVED M • U H cn 0-1 w Oz z w z J cn z 0 U N = m L- 0 N 0 D Q > Z Y O W W CL 0 U Q Q W c 0 Z 0 E o w ° _� > o 04 O N CE m N z O N 7 � N � V% U Lu 1.6 ° a) 1 O y LLI N y m Y � N af O Z 0 z U oLLcl) J Z O Z LLI = � w = F— O a Lu o Z O _ LL (n IL `} I U z O U C9 W 7 W > a O S G J Q (7 Z Y z O Fn F- z Lu w SHEET: 50/SIG-6 OF: 70 JOB NO.: 17534 DWG: DETS—PDFS—SH 35 ma Y U) W Q Z g 0 Q U1 0 0 N 0 N 00 N 0 3 IO U) I U) 0 q I N H W 0 U E_ L O U N i I c / Q O 0) 0 0 0 0 rn U O L 0 U) L 4- 0 O U) N D O > O c O N L L i z 0 Z w fy CONDUIT ENTR. AREA -d • d a4 • ■ i f - y d r ■ f SIZE TO FIT CABINET 6" 6" Shim to plumb See Note 3 +1 $4 hoops #4 bar each cornier r 6` MIN 1■ to 2` 49 3/86 diameter plastic drain SIDE VIEW V-6" Cabinet depth 1'--G' to � e r � + n a U •r � For NOTES see Std. PI on 126.2 #4 bar eocb corner SIZE TO FIT CABINET —Grade Level •. 1 Shim to plumb rl See Note 3 +I[4 hoops 1 j � 60 14 bar each comer fir MIN �� 1' to 2" --j 3/8' diameter plastic drain SIDE V1EV4l 1'-6. Cabinet depth 1'-6. + 2" � x .+ N ru c + Z a U in #4 bar each earner PLAN VIEW PAD MOUNT BATTERY BACKUP SYSTEM (0$j FOUNDA11QH STIR. PLAN -- 126.1 ♦ + PUBLIC WORKS CABINET FOUNDATION DETAILS RO . DEPARTMENT1/1 8" TYPE PS POLE DETAIL (NO7 r10 SCALE) - -- W 4" 1 1 C K ASTM A-36 31$" TOR PLATE DETAIL 05.0 Detail i ASTM A-36 FIXED BASE PLATE DETAIL F Detail Ili 03.01 REINFORCED HAND HOLE WITH COVER i i 6.0 4.0 Detail ii MARK ITEM TYPE PS A HEIGHT' $'-0" B POLE BASE DIA 6„ C POLE TAPER 0.14/'T 5/8" D PLATE THICKNESS E PLATE WIDTH I01rx 10" F HOLE DIA► I „ x 3'I G BOLT CIRCLE $"- 11'" I SLIP FITTER 4" I.D. K HAND HOLE SIZE 411 x 61 L 3 j8" A36 TOP PLATE 5" OD x 3"IDI ASTM A-595 ROUND TAPERED STEEL POLE SHAFT ANCHOR BOLTS F I 554GR55-GALV ALL HOT DIP GALVANIZED AFTER FABRICATION PER ASTM A-123 POLE SHOULD BE POWDER COATED AS PER RAL 9005 HAMMER FINISH -JET BLACK FOUNDATION AS PER WSDOT STD PLAN J-21AG-04 S,� PUBLIC WORKS + ='�� * DEPARTMENT Ow TYPE PS POLE A� PjOVED: • U H w w 0 z z w CD z00 Cn J z O U N = � LL_ N C9 D Q Lij > z Y O W W 0 o_ o_ Q w Q c 0 Z 0 0 o 0 ° =2 16 . > NO N c Ld m V) ~ z O N 7 F- V) U°� L�U Ix a ' : 'a O y U)m y Y t1 d 0 z CD z_ U oLLCn J Z F_w Z LLI = � = F_ O Q w o Z O_ U LL Cl) M `} I U z o U C9 LUS 7 LU > a O G J Q V' z Y Z O fA F_ Z LU SHEET: 51 /SIG-7 OF: 70 JOB NO.: 17534 DWG: DETS—PDFS—SH 35 CONSTRUCTION NOTES: 1. ALL TRANSPORTATION INFRASTRUCTURE FEATURES ARE TO BE MAINTAINED ON LEVEL GRADE IF THE SURFACE LEVEL FROM CONSTRUCTION IS CHANGED (I. E. JUNCTION BOXES, LUMINAIRE POLES, TRAFFIC SIGNAL POLES, SIGN POSTS) 2. ALL OTHER TRANSPORTATION INFRASTRUCTURE SHALL BE PROVIDED TO BE ON LEVEL GRADE ONCE CONSTRUCTION IS COMPLETE. 3. ALL EXISTING OR PROPOSED TRANSPORTATION FEATURES WITHIN THE PROJECT CONSTRUCTION LIMITS SHALL MEET CURRENT ADA STANDARDS (I.E. JUNCTION BOXES SHALL HAVE NON-SKID LIDS) L0 NO _ i U) �L 0 n i V) H w 41 / U L 0 U N L i U) a / a� a C 0 0, 0 0 0 0 rn U O L a) W L 41 N Z3 N a c O c N 110 LO r- i z 0 z w ry / DocuSign Envelope ID: B16CE03A-ED99-4F11-B559-FEB382C92BFB SIGNAL HEAD ASSIGNMENTS RED YELLOW VEHICLE SIGNAL HEADS: # 11, 12, 13, & 14 PEDESTRIAN SIGNAL HEADS #28&29 SIGNAL PHASE SEQUENCE DIAGRAM SIGNAL HEAD ASSIGNMENT NOTES: 1. ALL NEW VEHICLE SIGNAL HEADS SHALL BE ALUMINUM, PAINTED TRAFFIC YELLOW, LED TYPE, USE TUNNEL VISORS, BACKPLATES, SQUARE DOORS, BACKPLATES, AND USE MOUNTING TYPE "M" (MAST ARM MOUNT). BACKPLATES SHALL BE EQUIPPED WITH 1" WIDE YELLOW RETROREFLECTIVE BACKPLATE TAPE AND FRONT OF BACKPLATE SHALL BE PAINTED BLACK AND BACK OF BACKPLATE SHALL BE PAINTED TRAFFIC YELLOW. 2. ALL NEW PEDESTRIAN SIGNAL HEADS SHALL BE LED TYPE WITH COUNTDOWN DISPLAYS, SOLID SYMBOLS, BE EQUIPPED WITH 7" CRATE VISORS AND USE MOUNTING TYPE "D" (TOP MOUNT). 1 2 3 4 INTERVAL DARK FLASHING YELLOW STEADY YELLOW STEADY RED w cl) LOAD SWITCH LS1 LS2 LS3 LS1 LS2 LS3 LS1 LS2 LS3 LS1 LS2 LS3 w SIGNAL/ PEDESTRIAN DISPLAYS 1� I- _71 r__ 7o N w Q D_ INTERVAL LOAD SWITCH SIGNAL/ PEDESTRIAN DISPLAYS 5 STEADY RED LS1 LS2 L u A SIGNAL PHASE SEQUENCE NOTES: 6 ALTERNATING FLASHING RED 7 ALTERNATING FLASHING RED LS2 LS3 1. 1/0 MAPPING AND ASSIGNMENT OF LOAD SWITCHES TO IMPLEMENT THE ABOVE NOTED SIGNAL SEQUENCING SHALL BE PER SIEMENS/SEPAC RECOMMENDATIONS FOR THE "HAWK PED SIGNAL USING SEPAC." SIGN SCHEDULE CROSSWALK STOP STOP ON FLASHING ;�; ON RED IF NO� THEN PROCEED R10-23 MOD (30" X 48") GENERAL SIGNAL NOTES: 1. ALL NEW POLE AND CABINET FOUNDATION LOCATIONS SHALL BE APPROVED BY THE ENGINEER PRIOR TO EXCAVATION. CONTRACTOR SHALL CHECK FOR MINIMUM OVERHEAD CLEARANCE OF 166" FOR ALL SIGNAL HEADS ABOVE THE STREET PRIOR TO POURING OF THE MAST ARM POLE FOUNDATIONS. 2. FOUNDATION SHALL BE CONSTRUCTED PER COR STD PLAN 138.3, AND WSDOT STD PLANS J-26.10 AND J26.15. TYPE III SIGNAL POLE WITH SIGNAL MAST ARM AND DECORATIVE LUMINAIRE ARM SHALL BE FURNISHED AND INSTALLED. ONE LUMINAIRE SHALL BE INSTALLED PER COR STD PLAN 117.1 & 117.3, TWO VEHICLE SIGNAL HEADS AND ONE SIGN ON THE MAST ARM ( SEE R10-23 MOD) SHALL BE INSTALLED. 3. APS PUSH BUTTONS AND COUNT DOWN PEDESTRIAN SIGNAL HEADS SHALL BE USED 4. ALL TRAFFIC SIGNAL AND PEDESTRIAN HEADS AND PUSH BUTTONS SHALL BE SECURELY AND COMPLETELY COVERED WITH WHITE, YELLOW, OR TAN MATERIAL WHILE NOT IN OPERATION. 5. ALL CONDUCTORS FOR SIGNAL HEADS, PEDESTRIAN HEADS, PUSH BUTTONS AND STREET LIGHTS SHALL BE LABELED IN EACH JUNCTION BOX. 6. FOR SIGNAL SYSTEMS COORDINATION WITH THE CITY OF RENTON, CONTRACTOR SHALL CONTACT TRANSPORTATION MAINTENANCE DEPARTMENT MANAGER. G~�Y p� HAWK SIGNAL_ PLANS p$STD. PLAN- 138.1 PUBLIC WORKS (HIGH -INTENSITY A C TI �/A TE D ROVED: 7/30/2018 DEPARTMENT CROSSWALK BEACON � DATE W1�'] • U H U U) w w O z z w z F_ J D U) z 0 o o = w � o 0 D a w z < Y w o w 00 a U Q 0 a a w Q c 0 0 z o 0 o u N W � 0 Ld R V m a z 0 >_ M 0 LLI y 7 d� a �_ O ra) w N mOf U ii.y w y LL y y U d R O z 0 z_ U oLLcl) J z O Z Lu = N 9 w = F_ O Q W o 0 _ LL U) Il `} U z 0 U C9 W 7 w > Q O S G Q V' z Y z O F_ z LLB SHEET: 52/SIG-8 OF: 70 JOB NO.: 17534 DWG: DETS-PDFS-SH 35 ma w Q z g 0 Q m O 0 N 0 N 00 N 0 Ln I cn 0 n I cn w 0 i U i 0 U a) I a cn 0 I a c cn O 0 0 0 0 U W N i L O W N c N > 0 c O c N r� z 0 z w ry 1 DocuSign Envelope ID: B16CE03A-ED99-4F11-B559-FEB382C92BFB INPUT OUTPUT 724 B R 725 W 744 G m 745 a_ 764 765 784 Q 785 0 z Q w cif 0 0 Y a. LLJ BL F o BA 0 U a_ 0 W NEUTRAL BUS COM 2-5C 2-2Cs 1-3CS 4-5C W NEUTRAL BUS COM 0 R cn Q J cn 0 R 0 u R CABINET WIRING NOTES: 1. GREEN & YELLOW PHASES WITHOUT WIRE CONNECTIONS SHALL RECEIVE 5W RESISTORS +26V 5AB1 EVA 5A2 EVB 5B2 COM 5AB3 +26V 5CD1 EVC 5C2 EVD 5D2 COM 5CD3 G 01 Q 0 a- a_ a_ Q 721 DON'T � 722 SPARE 723 WALK 726 SPARE 727 SPARE 741 DON'T 742 SPARE � 743 WALK 746 SPARE 747 SPARE 761 DON'T 762 SPARE 763 WALK � 766 SPARE 767 SPARE 781 DON'T � 782 ARE 783 WALK 786 SPARE 787 SPARE 611 RED L cn J = o � Q 612 YELLOW 613 GREEN 614 SPARE 616 SPARE 621 RED R �, J 622 YELLOW 623 GREEN 624 SPARE 626 SPARE 631 RED L ,�, �, J �, = Q � � 632 YELLOW 633 GREEN 634 SPARE 636 SPARE 641 RED R �, J 642 YELLOW 643 GREEN 644 SPARE 636 SPARE 02 N (PED) _ U Q 01 ry n a Q STANDARD PHASE NUMBERING w z Q U W J J X H z O U U �L 6-5C, 2-2CS, 1-3CS POLE #1 611=LEFT RED 612=YELLOW 621=RIGHT RED MAST ARM 5C 5C R 631 R R 631 R R 641 B R 641 B Y 632 0 Y 632 0 636 W—" 636 W 13 14 POLE #2 U J-BOX TERMINAL CABINET R-F* 6�11 TERMINAL CABINET CSC CSC CSC � CSC CSC ■:] C 28 29 -R 721 DON T DON'T 721 R -W 722 COMI COM 722 W -G 723 WALKI WALK 723 G 726 PAREISPAREI jj= 727 PARISPAREI727 B �724 '-W PPB724 B 725 W U Ln � J U J lJ J li 12 .7 EVPE A/B 631=LEFT RED 632=YELLOW >41=RIGHT RED POLE #4 POLE #3 GENERAL WIRING NOTES: 1. POLE LAYOUT SHOWN AS AN EXAMPLE. NUMBER OF POLES, TYPES OF POLES, AND POLE LOCATIONS MAY VARY. Gti Y p� HAWK SIGNAL WIRING DIAGRAM STD. PLAN- 138.2 � � + PUBLIC WORKS (HIGH —INTENSITY ACTIVATED t�pP ROVED: DEPARTMENT CROSSWALK BEACON (iL 7/30/2018 DATE DocuSign Envelope ID: B16CE03A-ED99-4F11-B559-FEB382C92BFB (4) STANDARD SLOTS ACCEPTING: (4) 1 Y"-2"O X L* GALVANIZED ANCHOR BOLTS *ANCHOR BOLT LENGTH SH DETERMINED BY POLE MANUFACTURER 1.5"-2" A36 STEEL PLATE 18-22"0 BOLT CIRCLE CD i i 00 N� 1 1 TYPE PS SIGNAL STANDARDS K1nTCC 18"-22" SQ 1 QACC DI ATC F%CTAII LUMINAIRE, MOUNTING O AND SHROUD PER CITY OF RENTON STANDARD PLANS 1 117.1 AND 117.3 N f 1 l I YNt III �IUNAL FULL) I POLE AND MAST ARM PER POLE MANUFACTURER'S PLANS O SIGNAL HEAD DISPLAY CLEARANCES HORIZONTAL DISTANCE FROM STOP LINE TO HAWK SIGNAL HEAD 40' 45' 50' 53' — 180' HAWK SIGNAL HEAD VERTICAL CLEARANCE MIN. MAX. MIN. MAX. MIN. MAX. MIN. MAX. 16.5' 17.5' 16.5' 19.2' 16.5' 20.9' 16.5' 22.0' MEASURED FROM BOTTOM OF SIGNAL HEAD HOUSING TO TOP OF ROADWAY THICKENED EDGE FOR FOUNDATIONS LOCATED WITHIN SIDEWALK: ANCHOR BOLTS, PROVIDE ADEQUATE ADDITIONAL LENGTH TO ACCOMODATE SIDEWALK THICKNESS WHILE MAINTAINING EMBEDMENT REQUIREMENTS. AT LEAST TWO FULL THREADS SHALL EXTEND ABOVE THE TOP OF THE TOP HEAVY —HEX NUT SIDEWALK & THICKENED EDGE, SIDEWALK THICKNESS DEFINED IN CONTRACT PLANS, PLACE ABOVE AND AROUND FOUNDATION TOP OF FOUNDATION ELEVATION, LOCATE AT BOTTOM OF SIDEWALK ELEVATION. SIDEWALK DEPTH PER PLAN TYPE II, III & SD SIGNAL STANDARDS LEGEND U TYPE M MOUNTING COUPLING INSTALLED AT OFFSET INDICATED IN PLANS. O2 FIELD INSTALLED. O LOCATION SHALL BE APPROVED BY THE ENGINEER PRIOR TO INSTALLATION. O4 SEE CITY OF RENTON STANDARD PLAN 117.3. a. VEHICLE DISPLAY f. LUMINAIRE b. MAST ARM MOUNTED SIGN g. PEDESTRIAN DISPLAY C. NOT USED h. TERMINAL CABINET d. PRE—EMPT DETECTOR i. APS PUSH BUTTON e. POST MOUNTED SIGN j. HANDHOLE Y O� HAWK SIGNAL POLE ELEV. PUBLIC WORKS (HIGH —INTENSITY ACTIVATED DEPARTMENT CROSSWALK BEACON) „STD. PLAN - ROVED: SEE WSDOT STANDARD PLAN J-26.10 AND J-26.15 FOR ADDITIONAL FOUNDATION INFORMATION 138.3 7/30/2018 DATE W1�'] • U H w w O z z w (D z J U) z 0 N o = LL_ � o H c� Q Z Y U W o > 0 a U Q 0 a Q w �a 0 0 Z ca °0 o u N N .00 Lu R V m a Z 0 > c M 0 Ld y 7 N ^ C O r� L w rV) W 0 N mOf U W y n/ p O Y LL y y U d R m m U jz6 Z U o w cn J Z O� Z Lu = N � = F_ O a Luo Z O_ LL (n LL U z 0 U C9 Lu Z W > Q O Q V' Z Y Z O F_ Z Lu SHEET: 53/SIG-9 OF: 70 JOB NO.: 17534 DWG: DETS-PDFS-SH 35 'Y^ V / W Q Z g 0 Q O O N O N 00 N O 3 v U7 I") _ U) I U) L.L n I H W 0 / U 1-11 I_ O U N 1` I 41 N C N +O CL C +" co N v O O O O O rn C U O L N 41 O <n O Z3 C N > O C O a� L I-r) i z O z w fy w ❑ ❑ J Z w LL i SIGNAL STANDARD SIGNAL STANDARD SIGNAL STANDARD X=4'-0"OR LESS 1'- 0' MIN. X/4 ALUMINUM X/4 g 2'- 6" MAX. WINDBEAM MIN. (TYP.) i i i I i 1 ---' — --` SIGNAL HEAD ------ — --- — _ _ = r — — — BACK PLATE I I I LEVEL I I MAST ARM BASE BACK OF SIGN PANEL li VIEW - LOOKING FROM BACK X = MORE THAN 4'- 0" BUT NOT MORE THAN 8' - 0" X/2 1'- 0' MIN. 1' - 0" ALUMINUM 1' _ 6. i 2'- 6" MAX. WINDBEAM i gyp.)i MIN. i X/ 1 I 1 i 1 1i•�- _.-._ ----'----- -- Ali ----- - T - 0' MIN. 2'- 6" MAX. I I I LEVEL I 1 i i MAST ARM BASE A BACK OF SIGN PANEL VIEW - LOOKING FROM BACK X = MORE THAN B'- 0" EQUALLY SPACED 1' - 0•, 1' - 0" B" MIh SIGNAL HEAD BACK PLATE SIGNAL HEAD BACK PLATE - - MAST ARM - --------- LEVEL i I I I I MAST ARM BASE WINDBEAM WIND BACK OF SIGN PANEL VIEW - LOOKING FROM BACK MAST ARM -MOUNTED STREET NAME SIGNS DIMENSIONS i 4' - 0" MAX. A B I ALUMINUM 3' I I j - 0" 9" WINDBEAM RIVET ((TYP.)ALUMINUM ( I N L l N E SPLICE 4' - 0" 1' - 0" ALUMINUM N MAX. SPACING I WINDBEAM c A I =r- B MOUNTING BRACKET i --- ----- _ _----- - AND STEEL STRAP j (SEE NOTE 1) N SIGN PANEL -------- =j= - - - ------ --�- o B- --- ------ - -i------------ --- N B } (a _._._-_+_ ! \/ BACK OF SIGN PANEL i SIGNAL OR LIGHT / STANDARD LEVEL i BACK OF SIGN PANEL +• i SECTION O NOTES 1. Mounting brackets with steel straps shall be a stainless steel band and buckle system product or an approved equal. Mounting brackets shall be universal channel clamps; steel straps shall be 3/4" (in) wide and 0.030" (in) thick. 2. All signs installed on mast arms or standards (poles) require windbeams. All signs shall be installed with horizontal edges level. A skewed windbeam is required only when the sign is mounted within 12" (in) of the mast arm base (see Detail "A"). 3. The street name sign shall be a maximum of 36 square feet and the sign height is a maximum of 3' (ft); signs larger than 36 square feet require a special design mast arm and signal pole. 3/16" (IN) ALUMINUM RIVET (TYP.) — 4" (IN) MAX. SPACING BACK OF SIGN PANEL DETAIL AO TYPICAL FOR EACH CONNECTION TYPICAL MAST ARM INSTALLATION RSAL CHANNEL (SEE NOTE 1) SIGN INSTALLATION ON SIGNAL AND LIGHT STANDARDS STANDARD PLAN G-30.10-04 SHEET 1 OF 2 SHEETS APPROVED FOR PUBLICATION Carpenter, Jeff Jun 23 2015 7:31 AM STATE DESIGN ENGINEER e�lg T Washington State Deparimera of Transportation 1 /8it 1 /'1tt LOAD nI AAAE-TC-0 — - /Q 4— 7/8 LINE 1 1A wV I ffIYL7 I�Ifvl7J FUSE KIT C�3r'iVV C11 I GNAL OR LIGHT STANDARD SIGN INSTALLATION ON SIGNAL OR LIGHT STANDARD DIMENSIONS X C D 3' - 0" 2'-61' 14'-0' - 0" 6" 3'-0" V - 0" 6" 3' - 0" 1'-3" 9" 4'- 0" 2' - 6" 1'- 3" 91. 11 NOTE: LEVEL Any Lane Use Sign greater than 7.5 sq ft. requires a Special Design Mast Arm and Signal Pole. GNAL OR LIGHT STANDARD (REFER TO )PROVED SHOP DRAWINGS FOR 4XIMUM ALLOWED SQUARE FOOTAGE) MOUNTING BRACKET AND STEEL STRAP (SEE NOTE 1) BACK OF SIGN PANEL MAST ARM -MOUNTED LANE USE SIGNS SIGN INSTALLATION ON SIGNAL AND LIGHT STANDARDS STANDARD PLAN G-30.10-04 SHEET 2 OF 2 SHEETS APPROVED FOR PUBLICATION Carpenter, Jeff F� l Jun 23 2015 7:31 AM STATE DESIGN ENGINEER Washington State Department of TwnsporMTion V70- VV T L �DI`LI laL SPLICE KIT FUSE KIT & SPLICE KIT DETAILS o ADOPTED CITY OF RENTON # W + STANDARD PLANS LST DATE; 04/04 f1Wi; NAAAF,.. in i qP PAC1F• .Ifl1 • U V u) W W 0 Z o v/ C� Z_ H J D V) Z O U L� I"1 N = � LL.0 N C� Ld Q LLJ > Z Y O W W Qno,2 IL 0 Q W Q c � Z 0 £O w =2 �0 >� o N m V) z O N 7 LLJ V13 V)>) Ua) LU 1.6 CL°S Y ' : 7O y m LLJ U)m y m Y � U O Z V Z_ U oULCn Z H Z W = `� = ? O Q W a z O LL (n LL V } Z O U 0 LJJ Z W > Q O 2 J Q 0 Z Y Z O N Z LNLI SHEET54/SIG-10 OF: 70 JOB NO.: 17534 DWG: DETS-PDFS-SH 35 Y W a Z g 0 Q O O N O N 00 N O zs L6 r7 (n I U) L.L 0 11 I U) H LU / L O U N I N fn C O Q N O Q C N v O 46 0) O O O O C U a L N L O N Z3 C: C O c a) L 110 i z O z LIJ ry / 20 2 # 4 (TYP.) TOP OF POST iv 01 #4 — GROUNDING CONNECTION - � SEE DETAIL I- O� ACCESSIBLE PEDESTRIAN SIGNAL (APS) ASSEMBLY i` a - I - � FIELD DRILL AND TAP FOR J N 1/4-20 THREAD BOLT P.) J w ❑ ❑ 2 1/2" CLR. 3 1!2" 7" J 3" (IN) PIPE CAP NOTES _ 1. See Standard Plan J-20.26 for Accessible Pedestrian Pushbutton details. 0 2. Where shown in the plans, install plaque (R10-32P) "PUSH BUTTON FOR 2 SECONDS FOR EXTRA CROSSING TIME" above the Accessible Pedestrian Signal (APS) assembly. Add 14" (in) to the PPB post height to = io accommodate plaque and leave a 2" (in) space between signs. a, 3. Mounting distances vary between manufacturers. See manufacturers recommendations for mounting information. 4. Junction Box serving the Standard shall preferably be located 5' - 0" (10' - 0" Max.) from the Standard. R 5. Supplemental Grounding Conductor shall be non -insulated #4 AWG stranded copper and shall be clamped to vertical rebar UJ with a connector suitable for use embedded in concrete: Provide 3' - 0" min. slack. Attach to pole grounding stud with a full °z circle crimp -on connector (crimped with a manufacturer recommended crimper). W w - —t' PIPE CAP OF PUSHBUTTON 1/8 1/4" (IN) STEEL STAINLESS STEEL Z W (TYP-) 1 6 1/2" (IN) STEEL PLATE - PLATE TOP OF POST (IN) DIAM. FLAT WASHER (TYP.) u_ 5/8" (IN) DIAM. N 5/8" (IN) DIAM. HOLE ff } SQUARE HOLE (TYP.) W 5/8" (IN) DIAM. HOLE (TYP.) N ca PLAN VIEW O HOLE r 6" DIAM. O W - 114" x 1-1/4" LONG (IN) BOLT CIRCLE o U) 1" POST WALL (IN) (IN) STAINLESS STEEL i- t THREADED STUD 3/4" (IN) � II m Cl) EQUIPMENT GROUNDING THREE 1/4" (IN) STAINLESS CONDUCTOR AND FULL CIRCLE CHAMFER 0, __ 6" DIAM. o' STEEL HEX NUTS (TYP) 1 # 4 (TYP.) - a (IN) CRIMP -ON CONNECTOR - CRIMPED BOLT CIRCLE - WITH A MANUFACTURER'S FINISHED 1 1/2" 3 9/16" (IN) DIAM. 3" (IN) STEEL PIPE = 3" (IN) STEEL PIPE (SCHEDULE 40) RECOMMENDED CRIMPER GRADE CLR. HOLE (SCHEDULE 40) GROUNDING CONNECTION DETAIL BASE PLATE DETAIL tD ANCHOR BOLT TEMPLATE tk WELD STUD TO POLE WALL TO MAXIMUM EXTENT - POSSIBLE - 1/2" (IN) MINIMUM WELD 1-�rLrl CONFIGURATIONS VARY AMONG DIFFERENT MANUFACTURERS i I I TOP OF SIDEWALK EQUIPMENTGROUNDING GROUNDING EQUIPMENT CONDUCTOR Lrl CONDUCTOR BASE PLATE ASSEMBLY - = i 37/1�6 3/16 1/2" IN DIAMETER STEEL HEAVY HEX NUT, WITH 1/2" (IN) FLAT WASHER, TWO EACH REQUIRED PER 2 1/2" (IN) CLR. I I 1/2" (IN) STEEL BASE PLATE to ANCHOR BOLT - MINIMUM OF TWO THREADS ABOVE I TOP OF NUT OR 5/8" (IN) MAXIMUM (TYP.) (TYP.)_ i PREMOLDED JOINT FILLER GROUT PAD - INSTALL 1/2" (IN) BASE PLATE - AFTER PLUMBING 2 # 4 (TYP.) SEE DETAIL STANDARD 3/8" (IN) DRAIN TUBE '- ` 1/8 1 # 4 (TYP.) y-7-- ANCHOR BOLT TEMPLATE ASSEMBLY TOP OF CURB N ANCHOR BOLT TEMPLATE -- TWO REQUIRED _ IY V N _ �L e > - > 2" (IN) --'-1` CONDUIT COUPLING - INSTALL . ° " p PVC STUBOLI- x FULL THREAD ANCHOR FLUSH WITH TOP OF FOUNDATION. BO BOLTS BOLTS -FOUR REQUIRED O R R r I — ^ 1 1/2" CLR. (DO NOT GLUE PVC STUBOUT) TOP OF >' SECTION B O 1" (IN) DIAMETER 1/2" (IN) DIAM. STEEL HEAVY HEX NUTS - it SIDEWALK ELECTRICAL CONDUIT FOUR REQUIRED PER ANCHOR BOLT —t �— (TYP) FLAT WASHERS - FOUR ,I 1'-6" REQUIRED PER ANCHOR BOLT 'v _I = SQUARE I PREMOLDED JOINT FILLER SECTION A °I ii I ii ANCHOR BOLT TEMPLATE ASSEMBLY REINFORCING STEEL BENDING DIAGRAM SEE STD. SPEC. 9-07.1(2) FOR BENDING DIAMETERS 135" HOOK O Lo (TYP.) 1 _6 Cii # 4 Q2 #4 J W ❑ TOP OF w POLE W LL m 1/4" (IN) WEEP DIMENSIONS ARE OUT TO OUT 1/4" (IN) WEEP HOLE HOLE BELOW MATCHLINE- SEE DETAILS ❑ o ON PEDESTRIAN SIGNAL HEAD WITH TYPE D MOUNT Co MATCHLINE TYPE C MOUNT PLACEMENT V (IN) DIAMETER HOLE (TYP.) TAPERED STEEL SHAFT i b\ A 9" (IN) DIAMETER Co BOLT CIRCLE 3/4" (IN) STEEL PLATE 1/8 3116 BASE PLATE DETAIL INSTALL ROSETTE IF BUT IS OPEN 1/4" (IN) WEEP HOLE LOCK NIPPLE OFFSET SLIPFITTER - OFFSET TO FRONT OF POLE VIEW O TYPE D MOUNTING DETAIL CID 6" #4(TYP.) I I 1" (IN) DIAMETER ELECTRICAL CONDUIT V-6•- ELEVATION TYPE PPB STANDARD DETAILS NOTES PERSPECTIVE VIEW ACCESSIBLE PEDESTRIAN PUSHBUTTON WITH CURB BASE STANDARD PLAN J-20.11-02 SHEET 1 OF 2 SHEETS APPROVED FOR PUBLICATION Jun 30ch, Pasco Jun 30 2014 3:10 PM STATE DESIGN ENGINEER T Washington Stale Department of Transportation PEDESTRIAN SIGNAL HEAD WITH TYPE D MOUNT 1. See Standard Plan J-21.10 for Signal Standard Foundation with Fixed Base and Slip Base details. 2. Steel shaft shall be tapered either round or dodecagon (12-sided), 11 gage, 4 1/2" (in) O.D. at slipfitter weld. Taper shall be 0.14" (in) per foot. A 3. Welding of structures shall be in accordance with the latest edition of the AWS D1.1 Structural TOP OF Welding Code - Steel. All butt welds shall be ground flush with base metal. POLE 4. See Standard Plan J-20.26 for Accessible Pedestrian Pushbutton details. MATCHLINE i� HAND HOLE (SEE NOTE 6) I PREMOLDED JOINT FILLER CONCRETE FOUNDATION (SEE NOTE 1) TOP OF SIDEWALK 5. See Standard Plan J-20.20 for Accessible Pedestrian Signal Standard Electrical details. 1/4" (IN) WEEP HOLE 6. Hand holes shall include a removable, rain -tight cover and gasket, fastened with two stainless steel OFFSET SLIPFITTER screws (ASTM 593). 7. Supplemental grounding conductor shall be non -insulated #4 AWG stranded copper and shall be clamped to vertical rebar with a connector suitable for use embedded in concrete. Provide 3' - 0" min. - — — — slack. Attach to pole grounding stud with a full circle crimp -on connector (crimped with a manufacturer recommended crimper). ABOVE MATCHLINE - USE DETAILS - FOR PEDESTRIAN SIGNAL HEAD 8. The junction box serving the standard shall preferably be located 5'- 0" (10' - 0" max.) from WITH TYPE C MOUNT the standard. 9. Where shown in the plans, install plaque (R10 - 32P) "PUSH BUTTON FOR 2 SECONDS FOR EXTRA CROSSING TIME" two inches above the Accessible Pedestrian Signal (APS) Assembly. TAPERED STEEL SHAFT 1/4" (IN) STAINLESS STEEL HEX NUT (SEE NOTE 2) POLE WALL STAINLESS STEEL WASHERS (TYP.) ACCESSIBLE PEDESTRIAN 1/4" (IN) DIAMETER x 1 1/4" (IN) LONG SIGNAL (APS) (SEE NOTE 5) STAINLESS STEEL STUD 1/8 1/4" (IN) STAINLESS STEEL NUT HEX (TYP.) FULL CIRCLE CRIMP -ON CONNECTOR (TYP.) EQUIPMENT GROUNDING CONDUCTOR SUPPLEMENTAL GROUNDING CONDUCTOR GROUNDING CONNECTION - GROUNDING CONNECTION SEE DETAIL DETAIL EQUIPMENT GROUNDING CONDUCTOR SUPPLEMENTAL GROUNDING CONDUCTOR NOTE 8) (SE r,315 74� TOP OF FOUNDATION TYPE D MOUNT PEDESTRIAN SIGNAL STANDARD (FIXED BASE SHOWN) SUPPLEMENTAL GROUNDING CONDUCTOR (SEE NOTE 8) PERSPECTIVE VIEW PEDESTRIAN SIGNAL STANDARD (TYPE PS) DETAILS STANDARD PLAN J-20.16-02 SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION 13akokh, Pasco �� /5, t•55(�. Jun 30 2014 3:12 PM STATE DESIGN ENGINEER Amok Washington State Department of Transportation IF J D J W J of LWt. 6" (IN) DIAMETER HOLLOW IN �� • �• } CENTER OF GROUT PAD m O O o ®#4 O O 2 1/2' CLR. (TYP.) 2'- 0" SQUARE PLAN VIEW 1" (IN) DIAMETERFOUNDATION DETAILS HOLE (TYP.) TYPE 1 SIGNAL POLE 0) 9" (IN) DIAMETER 1/B BOLT CIRCLE 3/16 ©#4 (TYP.) ( #4 REINFORCING STEEL QUANTITIES LIST MARK 03 4 5 QTY. 1 3 1 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 HOLE (TYP.) �- PLATE 1 1/2" 1 1/2" 9" (IN) DIAMETER `- - BOLT CIRCLE ANCHOR BOLT TEMPLATE REINFORCING STEEL BENDING DIAGRAM SEE STD. SPEC. 9-07.1(2) FOR BENDING DIAMETER 135" I I HOOK (TYP-) 135- HOOK #4 O (TYP-) #4 1' - 7" 2'-7" 3'-2" O5 #4 © #4 DIMENSIONS ARE OUT TO OUT GROUNDING CONNECTION - R 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 PER ANCHOR BOLT - MINIMUM OF TWO THREADS ABOVE TOP OF NUT GROUT PAD -INSTALL AFTER PLUMBING STANDARD OR 5/8" (IN) MAXIMUM (TYP.) 3/8" (IN) I.D. DRAIN TUBE LEVELING NUT (TYP.) G IN GROUT PAD 3/4" (IN) CHAMFER ®# 4 2" (IN) PVC STUBOUT (TYR) 1 FINISHED GRADE 1" TO 2" TOP OF FOUNDATION - FLUSH WITH SIDEWALK I III I I � O I I I iJi..I. SIDEWALK 6" (IN) DIAM. HOLLOW I � I III I TOP OF IN CENTER OF iI 2 1/2" CLR. 0 GROUT PAD L PREMOLDED JOINT FILLER SUPPLEMENTAL GROUNDING I I I O CONDUCTOR CLAMP 1 5 # 4 ACCESSIBLE PEDESTRIAN (SEE NOTE 5) I SIGNAL (APS) ASSEMBLY ©# 4 1 II ANCHOR BOLT II 0 ELECTRICAL CONDUIT - SEE CONTRACT FOR DIAMETER SECTION OD TYPE 1 SIGNAL POLE o CC) KEY NOTE HAND HOLE O CONDUIT COUPLING - INSTALL FLUSH WITH TOP OF FOUNDATION. (DO NOT GLUE PVC STUBOUT) fO ®#4 PREMOLDED M JOINT FILLER N � - U N TOP OF CURB II M 6—f '' TOP OF II I^ io FOUNDATION »a II o Ip. .e i; ii qi II Q3 #4 4 p ELECTRICAL CONDUIT -SEE CONTRACT FOR DIAMETER ANCHOR BOLT TEMPLATE ASSEMBLY ANCHOR BOLT TEMPLATE - TWO REQUIRED 3/4" (IN) x 36" (IN) FULL THREAD ANCHOR 2 1/2" CLR. BOLT - FOUR REQUIRED Q tY 3/4" (IN) DIAM. STEEL HEAVY HEX NUTS - (TYP.) 2' - 0 N U FOUR REQUIRED PER ANCHOR BOLT PERSPECTIVE VIEW SQUARE FLAT WASHERS - ELEVATION FOUR REQUIRED PER ANCHOR BOLT FOUNDATION DETAIL TYPE 1 SIGNAL STANDARD DETAILS ACCESSIBLE PEDESTRIAN PUSHBUTTON WITH CURB BASE STANDARD PLAN J-20.11-02 SHEET 2 OF 2 SHEETS APPROVED FOR PUBLICATION 13�Pasco In. 1.2. un 3020143:1O PM STATE DESIGN ENGINEER Adlw T Washington State Department of Transportation N = � LI_ 0 N C� W Q Z Y O Q CL H W 0 0 U Q 0_ 0_ Q W Q Z 0 0 £° c 16 > o N CE m V) ~ Z O N 7 N ''a F- V) U LU 1.6 0) >z Y O y LLI N y m Y r, N O Z V Z U z Q 0O C9 LL �_ J_ Z O Fee Z LL! = V)� 3 ,� = ? O Q W o Z O H C-) LL (n LL V } Z O U CD W Z W > Q 0 J Q CD Z Y Z O Cn Z LU I.L SHEET:55/SIG-11 OF: 70 JOB NO.: 17534 DWG: DETS-PDFS-SH 35 Y W Q z g 0 Q O O CV O CV 00 CV O 3 v NO _ V) I (n L.� 0 0 I N H W 0 / U E_ L O U N 41 O 0- / 0 0- C v O O O O O rn U O L U) (D t_ 41 O U) O Z3 N O s= O N L r� to r- z O z W ry / � II 000 n — 1/4" WEEP HOLE J BRONZE COLLAR AND TERMINAL COMPARTMENT 0 Of 0 LL IMSA 20-1 7C #14 CABLE U - FROM CONTROLLER < (SEE NOTE 3) M m z 0 pl Ip NOTES TERMINAL BLOCK 1. See Standard Plan J-21.10 for Signal Standard Foundation with Fixed Base o and Slip Base details. 0 2. See Standard Specification 9-29.3 for Cable Conductor requirements. TERMINAL o 3. Install heat shrink caps on all spare conductors not terminated on a terminal strip. BLOCK (TYP.) 000 0 4. Supplemental grounding conductor shall be non -insulated #4 AWG stranded copper and shall be clamped to vertical rebar with a connector suitable for use embedded o in concrete: provide 3' 0" min. slack. Attach to pole grounding stud with a full e O circle crimp -on connector (crimped with manufacturer's recommended crimper). 5. Equipment grounding conductor shall attach to grounding stud with a full circle crimp -on connector (crimped with a manufacurer's recommended crimper). R 1/4" WEEP HOLE SEE NOTE 3 SLIPFITTER - OFFSET TOP MOUNT, PLACE OFFSET TO FRONT OF POLE, DRILL TO SEAT SET SCREWS F R I NAL HEAD M NTIN IMSA 20-1 5C #14 CABLE DOUBLE PEDESTRIAN SIGNAL WIRING DETAIL (TYPE C MOUNTING SHOWN) O S G OU G DETAILS; SEE STANDARD PLAN J-20.16 PEDESTRIAN SIGNAL WIRING DETAIL IMSA 20-1 3C #14 CABLE (TYPE D MOUNTING SHOWN) IMSA 20-1 7C OR 5C #14 CABLE - TO SIGNAL DISPLAY (SEE CONTRACT PLANS FOR WIRE SIZE AND QUANTITIES) 2C (SH) CONDUCTOR •- FROM CONTROLLER ACCESSIBLE PEDESTRIAN PUSHBUTTON DETAILS - SEE STANDARD PLAN J-20.26 _ INSULINER SLEEVE ACCESSIBLE PEDESTRIAN PUSHBUTTON WIRING DETAIL IMSA 20-1 7C OR 5C #14 CABLE -- TO SIGNAL DISPLAY (SEE CONTRACT PLANS FOR STAINLESS STEEL WIRE SIZE AND QUANTITIES) 2C (SH) CONDUCTOR - TO PUSHBUTTON WASHERS (TYP.) (SEE CONTRACT PLANS FOR QUANTITIES) 1/3 GROUNDING 1/4" DIAMETER x 1" LONG COA— HAND HOLE POLE WALL STAINLESS STEEL STUD EQUIPMENT GROUNDING CONDUCTOR - SEE NOTE 5 LEVELING NUT (TYP.) 3/8" DRAIN TU STAINLESS STEEL REINFORCING STEEL NUT' 1" `7 BAR (TYP.) STAINLESS a STEEL NUT SUPPLEMENTAL GROUNDING CONDUCTOR - SEE NOTE 4 FULL CIRCLE CRIMP -ON CONNECTOR (TYP.) CONDUIT COUPLING -INSTALL EQUIPMENT GROUNDING FLUSH WITH TOP OF FOUNDATION CONDUCTOR - SEE NOTE 5 (DO NOT GLUE PVC STUBOUT) GROUNDING CONNECTION J DETAIL SUPPLEMENTAL GROUNDING ELECTRICAL CONDUIT - SEE CONFIGURATIONS VARY AMONG DIFFERENT MANUFACTURERS CONDUCTOR - SEE NOTE 4 CONTRACT PLAN FOR DIAMETER (SHOWN EXPLODED FOR CLARITY) FOUNDATION WIRING DETAIL 5C PEDESTRIAN HEAD TERMINATIONS TERMINAL NUMBER COLOR CODE USE 7 * 1 R DON'T WALK DISPLAY 7 * 2 G WALK DISPLAY 7 * 3 W NEUTRAL CONDUCTOR 7 * 6 B SPARE CONDUCTOR 7 it 7 O SPARE CONDUCTOR * ASSOCIATED PHASE NUMBER 7C PEDESTRIAN HEAD TERMINATIONS TERMINAL NUMBER COLOR CODE USE 7 * 1 R DON'T WALK DISPLAY 7 * 2 G WALK DISPLAY 7 * 3 W NEUTRAL CONDUCTOR 7 * 6 B SPARE CONDUCTOR 7 * 1 O DON'T WALK DISPLAY 7 * 2 BL WALK DISPLAY 7 * 3 WB I NEUTRAL CONDUCTOR %R * ASSOCIATED PHASE NUMBER � El rj 0 3UM I Ulh PEDESTRIAN SIGNAL STANDARD TYPE PS) ELECTRICAL DETAIL STANDARD PLAN J-20.20-02 SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION Pasco Bakotich /it 5120113 STATE DESIGN ENGINEER DATE Washington Stale Department of Transportation ACCESSIBI PEDESTRV PUSHBUTTC (APS) ASSEMBI 0 m O LL 0 J m z i INSULINER SLEEVE WIRE ROUTING PERSPECTIVE VIEW 9" R10-3e (RIGHT) R10-3e (LEFT) PEDESTRIAN PUSHBUTTON INSTRUCTIONAL SIGN R10-3e (MOD.) PEDESTRIAN PUSHBUTTON FRAME ADAPTER to ATTACH SIGN TO ADAPTER - 1/4-20 x 3/8" STAINLESS STEEL SCREWS (TYP.) ATTACH ADAPTER TO PUSH- BUTTON STATION - 1/4" DIAM. COUNTERSUNK HOLE, 3/8" LONG FLAT HEAD SCREWS (TYP.) GT v� SS! e A ti!, ehpq�r e 3 i R 2 N oME q�1��0 $ Agkh CAI Nc 5Ld I P �•CgoS I:m��� S 1 ® ACCESSIBLE PEDESTRIAN KEY o W 3 PUSHBUTTON (PPB) SS DETAILS 1 FACE PLATE 2 1/4-20 x 3/8LONG STAINLESS STEEL SCREW STANDARD PLAN J-20.26-01 3 1/4-20 STAINLESS STEEL SCREWS J SHEET 1 OF 2 SHEETS 4 PUSHBUTTON FRAME ADAPTER 5 1/4-20 STAINLESS STEEL BOLT W/ WASHER ACCESSIBLE PEDESTRIAN SIGNAL (ASP) ASSEMBLY APPROVED FOR PUBLICATION AND LOCK WASHER Pasco Bakotich fit 7112112 PUSHBUTTON STATION METAL POLE INSTALLATION STATE DESIGN ENGINEER DATE 7 DRILL AND TAP SHAFT FOR 1/4" DIAM. BOLT PPB-M ISOMETRIC VIEW Adak Washington State Department of Transportation 8 DRILL AND TAP SHAFT FOR 518" WIRE GUIDE HOLE - ADD INSULINER (METAL POLE SHOWN) W0- 0 of 0 LL 0 Q N J r m WOOD POLE INSTALLATION ALTERNATIVE 1 PPB-W (ACCESSIBLE PEDESTRIAN PUSHBUTTON - TEMPORARY TIMBER STRAIN POLE) KEY 1 FACE PLATE 2 1/4-20 x 3/8" LONG STAINLESS STEEL SCREW 3 1/4-20 STAINLESS STEEL SCREWS 4 PUSHBUTTON FRAME ADAPTER 5 LAG BOLT WITH WASHER 6 PUSHBUTTON STATION 7 CONDUIT DIAMETER+ 1/8" HOLE THRU POLE 8 CONDULET 9 3/4" CONDUIT 10 LIQUID-TITE FLEX CONDUIT 11 ONE PIECE TWO HOLE CLAMP 12 LAG BOLT 13 INSULINER SLEEVE INSTALL FITTING WITH NYLON WASHER ON OUTSIDE OF HOUSING - SEAL WITH SILICONE AFTER UNIT IS FULLY ASSEMBLED POST RBORE - DIAMETER ONDULET I PRE -DRILL (3) 1/4" WEEP HOLES IN BOTTOM RADIUS OF CONDUIT DRIP LOOP. REAM HOLES WITH DRILL BIT TO ELIMINATE BURRS ACCESSIBLE PEDESTRIAN SIGNAL (ASP) ASSEMBLY WOOD POLE INSTALLATION ALTERNATIVE 2 PPB-W (ACCESSIBLE PEDESTRIAN PUSHBUTTON - TEMPORARY TIMBER STRAIN POLE) TEMPORARY TIMBER POLE 4x4POST 6 8 5 12 5 11 II' e WOOD POLE INSTALLATION ALTERNATIVE 3 PPB-W (ACCESSIBLE PEDESTRIAN PUSHBUTTON - TEMPORARY TIMBER POLE) ms .4.. t z R Q LI.�« 2. H ACCESSIBLE PEDESTRIAN PUSHBUTTON (PPB) DETAILS STANDARD PLAN J-20.26-01 SHEET 2 OF 2 SHEETS APPROVED FOR PUBLICATION Pasco Bakotich N 7/12/12 STATE DESIGN ENGINEER DATE Washington State Department of Transportation N = � W 0 N C� 0 Q > Z Y O W U W W CL Q 2 CL 0 U Q Q W Q c Z 0 E 0 w _ 2 c > O N CE a- V) ~ Z O N to v F- VV)>) W 0 C ;Z v 0 ai U)Ix .4; Y u N LEI O Z Z U Z a o C9 LL �_ J_ Z H Z ULI = V) 3.1 Cl) W = ? O Q W o Z O_ C-) LL (q M `} I UCD z O U W 7 W > Q OS G J Q CD z Z Z O N Z LU SHEET:56/SIG-12 OF: 70 JOB NO.: 17534 DWG: DETS—PDFS—SH 37 Y w a z g 0 Q 0 0 cV 0 cV 00 N 0 +s I U) �L 0 I V) w U L 0 U N L I +, N to C +3 Q / N O Q _0 0 0 0 0 0 rn U +7 L (n L 41 0 N Z3 O +7 c O c a) 110 LO r- i z 0 z w ry / TOP OF FOUNDATION LEVEL W/ GROUNDING CONDUCTOR NOW TOP OF FOUNDATION LEVEL W/ GROUNDING CONDUCTOR NOW NOTES INSULATED #4 AWG STRANDED INSULATED #4 AWG STRANDED SIDEWALK OR ABOVE SOIL SURFACE -- COPPER - PROVIDE T MIN. SLACK SIDEWALK OR ABOVE SOIL SURFACE -- S COPPER - PROVIDE S MIN. SLACK 1. This structure has been designed according to the Fifth SEE STANDARD PLAN J-26.15 SEE STANDARD PLAN J-26.15 (ROUTE CONDUCTOR TO GROUNDING SIGNAL POLE (ROUTE CONDUCTOR TO GROUNDING Edition 2009 AASHTO Standard Specifications for FOR PLACEMENT DETAILS SIGNAL POLE STUD) FOR PLACEMENT DETAILS STUD) Structural Supports for Highway Signs, Luminaires and x CONDUIT COUPLING - INSTALL FLUSH CONDUIT COUPLING - INSTALL FLUSH Traffic Signals. Basic wind velocity is 90 mph, Design Q ! WITH TOP OF FOUNDATION (DO NOT GROUT W / 3/8" (IN) ! WITH TOP OF FOUNDATION (DO NOT Life/Recurrence Interval 50 ears, and Fatigue Category III. GROUT W / 3/8" 1 GLUE PVC STUBOUT) U DRAIN HOLES 1 GLUE PVC STUBOUT) y g g DRAIN HOLE 2. Foundations are designed for Type II, III, and SD Signal N N i Standards with a maximum mast arm length of 65 . EARTH EMBANKMENT EARTH EMBANKMENT AS REQUIRED SEE 3. Foundations are designed for Single Mast Arm Standards _ AS REQUIRED - SEE o w - _X r` PLACEMENT DETAILS Q PLACEMENT DETAILS _ Q and Double Mast Arm Standards with 900 between arms. I it 3 li ` ICI it �- Special foundation design is required for Double Arm 0 2 a cV 2 II II II EXISTING GRADE - wO N 2 I l n EXISTING GRADE Standards where the angle between mast arms is other ° ° _ Q o _TL , n = Q a -�e- - n 2 than 90 . For Double Mast Arm Standards with 90 a w W II �' 2 1 MAx. ° a o li it 1 MAX. between arms, use larger XYZ value for foundation depth o �_ W � Ell I I GROUND SLOPE w Q ? 'q O I GROUND SLOPE selection. C]mJ II z}� I II o c~i> > U I ANCHOR BOLTS & ANCHOR zp � Q I ANCHOR BOLTS & ANCHOR 4. Foundations not within the parameters of this standard v - - PLATE SUPPLIED BY SIGNAL W § w U 5 - - PLATE SUPPLIED BY SIGNAL require Special Design. Contact the WSDOT Bridge and POLE MANUFACTURER POLE MANUFACTURER O w o Q #4 HOOPS @ p LIMITS OF EXCAVATION Structures Office through the Engineer for Special w W Z) U) 1' - 0" CENTERS w U J o (TYP.) _ 8 - #8 BARS Foundation Designs. m v 0 8- #8 BARS J Q W #4 HOOPS Q z z _3 EVENLY SPACED Q � w @ ! �3"�CLEVENLY SPACED 5. Where a foundation is constructed within a Media Filter p — 1' - 0" CENTERS W U (D Of w � (TYP.) Drain, the foundation depth shown in the Contract Plans W ¢ 0 �,� 3" CLR. W U - / U) o M shall be increased by the depth of the Media Filter Drain. (TYP.) U — CORRUGATED METAL PIPE 6. The top 2 feet of the foundation shall use a smooth form (such as paper or cardboard). After the concrete has w 3'- 0" SQUARE UNDISTURBED 1' - 0" 3'- 0" OR 4' - 0" UNDISTURBED EARTH cured, this entire form shall be removed. o OR ROUND EARTH MIN. ROUND (TYP.) 7. For design 0 OR 4' - 0" ROUND (TYP.) g parameters between the values listed in Table, z FOUNDATION REINFORCEMENT DETAIL FOUNDATION REINFORCEMENT AND BACKFILL DETAIL depth requirements may be interpolated between the w CONCRETE CAST DIRECTLY AGAINST UNDISTURBED EARTH, DRILLED SHAFT O5 CONCRETE CAST WITHIN A CORRUGATED METAL PIPE STAY -IN -PLACE FORM values provided. ALTERNATE # 1 ALTERNATE # 2 8. Install Signal Foundation Identification Tag. See z OCONDUIT SIZE AND QUANTITY AS SHOWN IN THE CONTRACT; 3O PAPER OR CARDBOARD FORM SHALL NOT STAY -IN -PLACE Standard Plan J-26.15 for details. CAP BOTH ENDS. o CLAMP CONDUCTOR TO STEEL REINFORCING WITH LISTED CONNECTOR ALTERNATE #2 -CONSTRUCTION METHOD O SUITABLE FOR USE EMBEDDED IN CONCRETE O SEE NOTE 5 METAL (SUBSURFACE) FORM REQUIRED FOUNDATION DEPTH "D" TABLE ALTERNATE # 1 DRILLED SHAFT -TYPE CONSTRUCTION FOR LATERAL BEARING PRESSURE = 2500 PSF & 0 = 340, 1500 PSF & 0 = 280, 1000 PSF & 0 = 26° GROUND SLOPE = 3H : 1V OR FLATTER GROUND SLOPE = GREATER THAN 3H : 1V TO 2H : 1V ALLOWABLE LATERAL BEARING PRESSURE FOUNDATION TYPE XYZ (FT-) ALLOWABLE LATERAL BEARING PRESSURE FOUNDATION TYPE XYZ (FT-) 700 900 1350 1500 1900 2300 2600 3000 700 900 1350 1500 1900 2300 2600 3000 1000 PSF 3' - 0" ROUND 10' - 0" 10' - 0" 11' - 0" 11' - 0" 15' - 0" 18' - 0" 20' - 0" 20' - 0" 1000 PSF 3'- 0" ROUND SPECIAL FOUNDATION TYPE 3'- 0" SQUARE 8' - 0" 8' - 0" 9' - 0" 9' - 0" 10' - 0" 11- - 0" 12' - 0" 12' - 0" 3'- 0" SQUARE SPECIAL FOUNDATION TYPE 4'-0"ROUND 8'-0" 8'-0" 9'-0" 9'-0" 1 10'-0" 11'-0" 12'-0" 1 12'-0" 4'-0"ROUND SPECIAL FOUNDATION TYPE 1500 PSF 3'-0"ROUND 8'-0" 8'-0" 9'-0" 11'-0" 13'-0" 15'-0" 18'-0" 18'-0" 1500 PSF 3'-0"ROUND 11'-0" 11'-0" 12'-0" 14'-0" 16'-0" 18'-0" 21'-0" 21'-0" 3'-0"SQUARE 7'-0" 7'-0" 7'-0" 8'-0" 8'-0" 9'-0" 10'-0" 10'-0" 3'-0"SQUARE 10'-0" 10'-0" 10'-0" 11'-0" 11'-0" 12'-0" 13'-0" 13'-0" 4'-0"ROUND 7'-0" 7'-0" 7'-0" 8'-0" 8'-0" 9'-0" 10'-0" 10'-0" 4'-0"ROUND 10'-0" 10'-0" 10'-0" 11'-0" 11'-0" 12'-0" 13'-0" 13'-0" 2500 PSF OR GREATER 3'-0"ROUND 6'-0" 6'-0" 7'-0" 8'-0" 9'-0" 11'-0" 16-0" 15'-0" 2500 PSF OR GREATER 3'-0"ROUND 9'-0" 9'-0" 10'-0" 12'-0" 12'-0" 14'-0" 18'-0" 18'-0" 3'- 0" 6'-0" 6'-0" 6'-0" 6'-0" 7'-0" 7'-0" 8'-0" 8'-0" 3'-0"SQUARE 9'-0" 9'-0" 9'-0" 9'-0" 10'-0" 10'-0" 11'-0" 11'-0" 4'-0"ROUND 6'-0" 6'-0" 6'-0" 6'-0" 7'-0" 7'-0" 8'-0" 8'-0" 4'-0"ROUND 9'-0" 9'-0" 9'-0" 9'-0" 10'-0" 10'-0" 11'-0" 11--0" ALTERNATE # 2 CORRUGATED METAL PIPE TYPE CONSTRUCTION FOR LATERAL BEARING PRESSURE = 2500 PSF & 0 = 230, 1500 PSF & 0 = 180, 1000 PSF & 0 = 170 GROUND SLOPE = 3H : 1V OR FLATTER GROUND SLOPE = GREATER THAN 3H : 1V TO 2H : 1V ALLOWABLE LATERAL BEARING PRESSURE FOUNDATION TYPE XYZ (FT 3) ALLOWABLE LATERAL BEARING PRESSURE FOUNDATION TYPE XYZ (FT 3) 700 900 1350 1500 1900 2300 2600 3000 700 1 900 1350 1 1500 1900 2300 2600 3000 1000 PSF 3'- 0" ROUND 10' - 0" 10' - 0" 11' - 0" 15' - 0" 20' - 0" 25' - 0" 28' - 0" 28, - 0" 1000 PSF T - 0" ROUND SPECIAL FOUNDATION TYPE 4'-0"ROUND 8'-0" 8'-0" 9'-0" 12'-0" 13'-0" 14'-0" 15'-0" 15'-0" 4'-0"ROUND SPECIAL FOUNDATION TYPE 1500 PSF 3'-0"ROUND 8'-0" 8'-0" 11'-0" 15'-0" 18-0" 21'-0" 25'-0" 25'-0" 1500 PSF 3'-0"ROUND 11'-0" 11'-0" 14'-0" 18'-0" 21'-0" 24'-0" 28'-0" 23,-0" 4'-0"ROUND 7'-0" 7'-0" 7'-0" 8'-0" 10'-0" 13'-0" 15'-0" 15'-0" 4'-0"ROUND 10'-0" 10'-0" 10'-0" 11'-0" 13'-0" 16'-0" 18'-0" 18'-0" 2500 PSF OR GREATER 3'-0"ROUND 6'-0" 6'-0" 7'-0" 11'-0" 13'-0" 18'-0" 20'-0" 20'-0" 2500 PSF OR GREATER 3'-0"ROUND 9'-0" 9'-0" 10'-0" 14'-0" 16'-0" 21'-0" 23'-0" 23'-0" 4'-0"ROUND 6'-0" 6'-0" 6'-0" 6'-0" 7'-0" 9'-0" 9'-0" 9'-0" 4'-0"ROUND 1 9'-0" 9'-0" 9'-0" 9'-0" 10'-0" 12'-0" 12'-0" 12--0" When the existing soil will not retain a vertical face, over -excavate the found- ation area and install a 36" or 48" diameter corrugated metal (pipe) form. The top of the corrugated metal form shall terminate 1 foot below final grade. Continue forming to full height using paper or cardboard form to achieve a smooth finish on final exposed cement concrete. Support the form as necessary to remain plumb. Place the concrete foundation. After concrete has cured, remove the entire paper or cardboard form portion. 0 Shoring or Extra Excavation as re- quired. Excavated area shall be backfilled with Controlled -Density Fill (CDF), or with soil in accord- ance with Standard Specifi- cation Section 8-20.3(2) and Compaction Method 1 of Standard Specification Section 2-09.3(1)E. CO51gn TRAFFIC SIGNAL STANDARD FOUNDATION STANDARD PLAN J-26.10-03 SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION Carpenter, Jeff �LtPJl, Jul 21 2016 827 AM STATE DESIGN ENGINEER Amok Washington State Department of Transportation MAP N = m 0 L_ 0 c� o Q o > z Y O I.;-i w CL 0 0 U Q 0 o_ Q w Q Z 0 £° w ° _� � c >� o N Of m V) z O N 7 N V) U°S Id- Ix a 'a=.a 'a O y N y m a Y t1 0 Z. V Z U z Q 0 LL Z F_ Z LLI = CO = F_ O Q W o Z O_ C-) LL CO M `} I U z 0 U C9 W 7 W > a O S G J Q CD z Y Z O Cn F_ Z LU SHEET:57/SIG-13 OF: 70 JOB NO.: 17534 DWG: DETS—PDFS—SH 34 20 Y w a z g 0 Q O O cV O cV 00 N O 3 u) (n I U) L.L 0 0 I U) I- LLI U / 0 U N L I N fn C _O Q a� O Q C +s N O O O O O C U _O N L O O Z3 C: N O C O C N 110 LO r- i z O z LLI ry / 20 3/8" PREMOLDED JOINT FILLER TOP FOUNDATION LEVEL WITH GRADE SEE TYPICAL y_/1 SECTION FOR SIDEWALK REINFORCEMENT SIGNAL STANDARD FOUNDATION -I SEE STANDARD PLAN J-26.10 L SIGNAL STANDARD FOUNDATION -SEE STANDARD PLAN J-26.10 LL �' A NOTE * = 2'- 0" FOR 3'- 0" DIAM. FOUNDATION 2' - 6" FOR 4' - 0" DIAM. FOUNDATION 2' - 6" FOR 3' - 0" SQUARE FOUNDATION O SLOPE TO DRAIN AWAY FROM THE FOUNDATION SLOPE NOT STEEPER THAN 5% 0 of 0 L) U m z i I (SHOWN REDUCED) PLAN FOUNDATION IN OR NEAR SIDEWALK CASE A FINSHED GRADE SLOPE = FLAT TO 2H : 1 V (4H : 1V SLOPE SHOWN) SECTION ( SIGNAL STANDARD FOUNDATION --- SEE STANDARD PLAN J-26.10 - 1' -0" 1'-0" ILL - - 10 NOT STEEPER THAN 2H : 1V -i ~ \� FINISHED GRADE SLOPE = 3H : 1V OR FLATTER o\+ BUT NOT FLATTER THAN 10H : 1 V 10 SLOPE TO DRAIN AWAY FOUNDATION SIGNAL DASD FROM THE FOUNDATION STANDARD PLAN J-26.10 SLOPE NOT STEEPER THAN 59%/. PLAN ELEVATION EXISTING GRADE OR FILL SLOPE =10H : 1V TO 5 3H: IV CASE C ----------------------- SIGNAL STANDARD FOUNDATION -SEES TANDARD PLAN J-26.10 NOT STEEPER THAN 1.5H : 1V /� q. o N NOT STEEPER O U �; ti 1 1 THAN 2H: 1V FINISHED GRADE SLOPE = FLAT TO 10H : 1V (10H : 1V SLOPE SHOWN) SIGNAL STANDARD FOUNDATION - SEE STANDARD PLAN J-26.10 O SLOPE TO DRAIN AWAY FROM THE FOUNDATION SLOPE NOT STEEPER THAN 5% PLAN ELEVATION EXISTING GRADE OR FILL SLOPE = FLAT TO 10H : 1V CASE B SIGNAL STANDARD FOUNDATION • SEE STANDARD PLAN J-26.10 m NOT STEEPER THAN 1.5H : 1V FINISHED GRADE SLOPE = STEEPER THAN 3H : 1 V BUT NOT STEEPER THAN 2H: IV 6�Sw$ 1 SLOPE TO DRAIN AWAY SIGNAL STANDARD FOUNDATION O 3 Z. w o - SEE STANDARD PLAN J-26.10 FROM THE FOUNDATION o 8 SLOPE NOT STEEPER THAN 5% M PLAN ELEVATION EXISTING GRADE OR FILL SLOPE _ > 3H: 1V TO 2H: 1V CASE D 2m� SIGNAL STANDARD FOUNDATION PLACEMENTS STANDARD PLAN J-26.15-01 SHEET 1 OF 3 SHEETS APPROVED FOR PUBLICATION Pasco Bakotich N 05117112 STATE DESIGN ENGINEER DATE Amok Washington Stale Department of Transportation SEE TYPICAL SECTION FOR REINFORCEMENT rn CEMENT CONCRETE SIDEWALK 4'- 6" MIN. w z - SEE STANDARD PLAN F-30.10 SIGNAL STANDARD FOUNDATION - g TRAFFIC ISLAND - SEE SEE STANDARD PLAN J-26.10 * * j 6 FOR TRACT PLAN SHEETS CEMENT CONCRETE SIDEWALK SEE STANDARD PLAN F-30.10 OR ASPHALT CONCRETE PAVEMENT * 4'- 6" MIN. FROM THE FACE Lrt CEMENT CONCRETE SIDEWALK o OF THE POLE TO THE BACK OF 3/8" PREMOLDED wne THE CURB OR EDGE OF SHOULDER JOINT FILLER ^SEE STANDARD PLAN F-30.10 SEE TYPICAL SECTION is LL zz FOR REINFORCEMENT �• 3/8" PREMOLDED JOINT FILLER 7a O JQ7.��Q, \ Z_ O ~ m - - 3/8" PREMOLDED �o 715-1 - U o SEE TYPICAL SECTION JOINT FILLER SEE TYPICAL SECTION FOR CEMENT CONCRETE SIDEWALK io LL zz FOR \ \ FORCEMENT REINFORCEMENT - SEE STANDARD PLAN F-30.10 O H �l OR ASPHALT CONCRETE PAVEMENT ~ rn 3/8" PREMOLDED a. VARIES 3/8" PREMOLDED JOINT FILLER T ��- ,, 4'- 6" MIN. i 6" MIN. JOINT FILLER NOTE SIGNAL STANDARD (TYP.) r TO FACE OF '-�- ' , - * *=APPLIES TO THE SIDE OF THE FOUNDATION WHEN FOUNDATION -SEE STANDARD PEDESTRIAN PUSH BUTTON IS TO BE INSTALLED. ° STANDARD PLAN J-26.10 SIGNAL STANDARD ET 4, 4'- 6" MIN. FOUNDATION - SEE qTPFOUNDATION PARTIALLY WITHIN SIGNAL STANDARD STANDARD PLAN J-26.10 _ _- SIDEWALK SECTION FOUNDAION - SEE TO FACE OF T STANDARD PLAN J-26.10 STANDARD FOUNDATION WITHIN SIDEWALK o DUAL PEDESTRIAN PUSH BUTTON OR TRAFFIC ISLAND SECTION 10 NOTE NOTE SIGNAL STANDARD REFER TO CONTRACT DOCUMENTS FOR PROJECT SPECIFIC CEMENT CONCRETE SIDEWALK INTERSECTION LAYOUTS & TRAFFIC ISLAND MATERIAL TYPE U) FOUNDATION - SEE SEE STANDARD PLAN F-30.10 = 2' - 0" FOR T - 0" DIAM. FOUNDATION STANDARD PLAN J-26.10 OR ASPHALT CONCRETE PAVEMENT 2'- 6" FOR 4'- 0" DIAM. FOUNDATION FOUNDATION PARTIALLY m 2'- 6" FOR 3'- 0" SQUARE FOUNDATION WITHIN SIDEWALK SECTION z 3 APPLY GROUT EVEN WITH THE o SINGLE PEDESTRIAN PUSH BUTTON BOTTOM OF THE ANCHOR PLATE GROUNDING CONDUCTOR NON -INSULATED AFTER PLUMBING THE STANDARD #4 AWG STRANDED COPPER - PROVIDE T MIN. FOUNDATION OUTSIDE THE SIDEWALK SECTION PROVIDE 3/8" DIAMETER DRAIN TUBE SLACK (ROUTE CONDUCTOR TO GROUNDING STUD) IN THE GROUT PAD a FORM TO FINISH GRADE WHEN INSTALLING SIDEWALK OR TRAFFIC ISLAND WWF 4 x 4 - W 2.9 x 2.9 AT CENTER 3/8" PREMOLDED JOINT FILLER 10 GAGE STAINLESS STEEL TAG - OF EXTENDED SIDE WALK AT SEE CONTRACT PLANS FOR SIGNAL STANDARD FOUNDATION RECESS FLUSH WITH TOP OF FOR EXTEIN�YOUTIDEWALK SIDEWALK OR SIGNAL FOUNDATION FINISHED FOUNDATION TRAFFIC ISLAND IDENTIFICATION TAG SIGNAL STANDARD 12 - 28 NF x 2" LONG STAINLESS STEEL - - -- - z > m2. SCREW - DRILL AND TAP FROM BOTTOM, U g - i i i l HAND HOLE LEAVE SCREW FLUSH WITH TOP. APPLY LOCKTITE TO SCREW THREADS TO BIND SCREWS AND I.D. TAG TOGETHER -- ROUGHENED oa '. CONCRETE SURFACE 31/4" CLAMP CONDUCTOR TO STEEL REINFORCING FOUNDATION WITH LISTED CONNECTOR SUITABLE FOR USE 3/8" MIN. EMBEDDED IN CONCRETE 0.05"MIN. ii �m�LL (TYP) SIGNAL STANDARD FOUNDATION - SEE STANDARD PLAN J-26.10 FOUNDATION SIGNAL STANDARD DEPTH 11r FOUNDATION PLACEMENTS z " SHAPE RD-----------------' SQUARE OR ROUND STANDARD PLAN J-26.15-01 cm rr DIMENSION 3V"""""---------DIAMETERORWIDTH SHEET 3 OF 3 SHEETS ALT. # 1 """"------ " ALTERNATE 1 OR 2 - SEE NOTE APPROVED FOR PUBLICATION OBLIQUE VIEW STANDARD PLAN J-26.10 REINFORCING AND ANCHOR BOLTS FOUNDATION REINFORCING ONLY PARTIALLY SHOWN FOR CLARITY. Pasco Bakotich III 05117112 NOT SHOWN FOR CLARITY SIGNAL FOUNDATION - SEE STANDARD PLAN J-26.10 FOR DETAILS NOT SHOWN. � STATE DESIGN ENGINEER DATE (GROUT PAD OPTION SHOWN) IDENTIFICATION TAG DETAIL - Washington Stale Department of Transportation TEXT SHALL BE ENGRAVED 0.014" DEEP TYPICAL SECTION -" 3/8" PREMOLDED EXISTING GRADE OR CUT SLOPE JOINT FILLER SLOPE = FLAT TO 2H : 1V SLOPE TO MEET (MAX. SLOPE SHOWN) FINISHED GRADE - SEE SECTIONS * FOR SLOPE SEE TYPICAL TOP OF FOUNDATION SECTION FOR LEVEL WITH GRADE REINFORCEMENT SIGNAL STANDARD FOUNDATION 3' - 0" U -SEE STANDARD PLAN J-26.10 SIDEWALK LL 0 ILL 1 U O, LL NOTE SIGNAL STANDARD FOUNDATION - SEE STANDARD PLAN J-26.10 r * = 2'- 0" FOR T - 0" DIAM. FOUNDATION 2'- 6" FOR 4'- 0" DIAM. FOUNDATION 2'- 6" FOR 3'- 0" SQUARE FOUNDATION O SLOPE TO DRAIN AWAY FROM THE FOUNDATION 0 SLOPE NOT STEEPER THAN 5% 0 (SHOWN REDUCED) SECTION B PLAN FOUNDATION IN OR NEAR SIDEWALK D CASE E m Q EXISTING GRADE OR CUT SLOPE EXISTING SLOPE STEEPER THAN 10H : 1V TO 5 3H: 1V (MAX. SLOPE SHOWN) TOP OF FOUNDATION LEVEL WITH GRADE SIGNAL STANDARD FOUNDATION - SEE STANDARD 1' - 0" V - 0" PLAN J-26.10 - P \q O OILL U LL NOT STEEPER BACK SLOPE l� 1 THAN 2H: 1V �O+ SIGNAL STANDARD FOUNDATION SEE STANDARD PLAN J-26.10 PLAN Q SLOPE TO DRAIN AWAY ELEVATION FROM THE FOUNDATION SLOPE NOT STEEPER THAN 5% EXISTING GRADE OR CUT SLOPE 10H : 1V TO < 3H: 1V CASE G PLAN ------------------- SIGNAL STANDARD FOUNDATION SEE STANDARD PLAN J-26.10 TOP OF FOUNDATION LEVEL WITH GRADE \ 30• / a NOT STEEPER THAN 2H: 1V EXISTING GRADE �' OR CUT SLOPE FLAT TO 10H : 1V (MAX. SLOPE SHOWN) (D SLOPE TO DRAIN AWAY -- ----- FROM THE FOUNDATION SLOPE NOT STEEPER THAN 5% PLAN ELEVATION EXISTING GRADE OR CUT SLOPE FLAT TO 1 OH : 1V CASE F EXISTING GRADE OR CUT SLOPE SIGNAL STANDARD SLOPE STEEPER THAN FOUNDATION - SEE 3H : 1 V (2H : 1 V MAX.) STANDARD PLAN J-26.10 (MAX. SLOPE SHOWN) TOP OF FOUNDATION LEVEL WITH GRADE 1'-0" 11-0" NOT STEEPER THAN 1.5H : 1V \01 ELEVATION O SLOPE TO DRAIN AWAY FROM THE FOUNDATION SLOPE NOT STEEPER THAN 5% EXISTING GRADE OR CUT SLOPE STEEPER THAN 3H : 1V (2H : 1V MAX.) CASE H BACK SLOPE 3' 0' SIGNAL STANDARD FOUNDATION - SEE STANDARD PLAN J-26.10 SLOPE TO MEET FINISHED GRADE - SEE SECTIONS FOR SLOPE SIGNAL STANDARD FOUNDATION - SEE STANDARD PLAN J-26.10 �53aw 3 SIGNAL STANDARD FOUNDATION PLACEMENTS STANDARD PLAN J-26.15-01 SHEET 2 OF 3 SHEETS APPROVED FOR PUBLICATION Pasco Bakotich N 05117112 STATE DESIGN ENGINEER DATE Amok Washington Stale Department of Transportation IF N � N 0 Q W Q Z Y O Q CL W 0 U Q 0_ 0_ Q W Q Z 0 0 0 16 > 0 N CE m N Z O N 7 d v F- VV)>) U Lu 1.6 0) O y LLI U) y m Y r, LEI O Z V Z U �O 0 ILL0) J_ Z O Fee Z LLI = V)� 3 _ ,� = ? Q W o Z O H Q LL (n LL U } Z O U CD W Z W > 0 J Q CD Z Y Z 0 N Z Lu LPL SHEET:58/SIG-14 OF: 70 JOB NO.: 17534 DWG: DETS-PDFS-SH 35 Y (n W Q Z g 0 Q O O cV O cV 00 N O 3 00 I U) LL 0 0 I V) H W U O U W L I N rn C O N O Q C N _0 O O O O O C U O L rn W 41 O N Z3 0= N a C O c a) 110 LO r- Z O Z LLI ry / TAPER DIVIDER ENDS TO MATCH INSIDE - - - TAPER OF BOX BOX INTERIOR LENGTH - 1/16" O 5/16" (IN) x 1" (IN) S. S. (TYP-) 1/4 U COUPLING NUT 5/16" (IN) x 1 1/2" (IN) S. S. (TYP.) SET SCREW (TYP.) U) - - - --- 10 GAGE J GALVANIZED m DIVIDER PLATE STEEL ELEVATION VIEW SIDE VIEW (FOR TYPE 2 JUNCTION BOX ONLY) ❑ A LID SUPPORT (TYP.) C (SEE NOTE 3) JUNCTION BOX DIMENSION TABLE Y 2 ITEM BOX TYPE TYPE 1 TYPE 2 A OUTSIDE LENGTH OF JUNCTION BOX 22" 33" B OUTSIDE WIDTH OF JUNCTION BOX 17" 22 1/2" C INSIDE LENGTH OF JUNCTION BOX 18" - 19" 28" - 29" D INSIDE WIDTH OF JUNCTION BOX 13" - 14" 17" - 18" E LID LENGTH 17 5/8" 1 28 5/8" F LID WIDTH 125/8" 181/8" CAPACITY - CONDUIT DIAMETER 6" 12" NOTES 1. All box dimensions are approximate. Exact configurations vary among manufacturers. 2. Minimum lid thickness shown. Junction Boxes installed in sidewalks, walkways, and shared -use paths shall have a slip -resistant coating on the lid and lip cover plate, and shall be installed with the surface flush with and matched to the grade of the sidewalk, walkway, or shared -use path. The non -slip lid shall be identified with permanent markings on the underside, indicating the type of surface treatment (see Contract Documents for details) and the year of manufacture. The permanent marking shall be 1/8" (in) line thickness formed with a mild steel weld bead and shall be placed prior to hot -dip galvanizing. 3. Lid support members shall be 3/16" (in) minimum thick steel C, L, or T shape, welded to the frame. 4. A 1/4-20 NC x 3/4" (in) stainless steel ground stud shall be welded to the bottom of the lid; include (2) stainless steel nuts and (2) stainless steel flat washers- 5. Bolts and nuts shall be liberally coated with anti -seize compound. E 3/16" (TYP.) 6. Equipment Bonding Jumper shall be # 8 AWG min. x 4' (ft) of tinned braided copper. GROUND STUD (T,P) DIAMOND PATTERN 3/8" (IN) STEEL COVER 7. The System Identification letters shall be 1/8" (in) line thickness formed with a mild steel weld bead. See (SEE NOTE 4) 3/16 1 1/2 (SEE NOTE 2) LIP PLATE (TYP.) Cover Marking detail. Grind off diamond pattern before forming letters. For System Identification details, COUPLING NUT S S f FOR ALTERNATIVE 2 - SEE SHEET 2 LID LIFTING NOTCH - 1/4" (IN) x 3/4" (IN) � \J HEADED ANCHOR SHEAR STUD - 3/8" (IN) x 3" (IN) 10 COUNT STUDS EVENLY SPACED AROUND FRAME (PLACE TO SIDE OF LID BOLT DOWN SUPPORT A- NGLE WHEN USING LOCK - �1 (�_I- ---------- a --- - -- - -- -- - -' z LID „ u to HOOK ; (TYP.) SEE NOTE 7 d I C I I b LID SUPPORT (TYP.) see tandard peer rcatron 9-29.2(4). WELDED WIRE 8. When required in the Contract, provide a 10" (in) x 27 1/2" (in), 10 gage divider plate, complete, with FABRIC (TYP.) (tip) 1/8 fasteners, in each Type 2 Junction Box where specified. 9. When required in Contract, provide a 12" (in) deep extension for each Type 2 Junction Box where specified. 10. See the Standard Specifications for alternative reinforcement and class of concrete. JLL ❑ m 11. Headed Anchor Shear Studs must be welded to the Steel Cover Lip Plate and wire tied in two places to the vertical Welded Wire Fabric when in contact with each other. Wire tie all other Headed Anchor Shear Studs to the horizontal Welded Wire Fabric. 12. Lid Bolt Down Attachment Tab provides a method of retrofitting by using a mechanical process in lieu of a welding. Attachment Tab shown depicts a typical component arrangement; actual configurations of assembly will vary among manufacturers. See approved manufacturers' shop drawings for specifics. 13. Unless otherwise noted in the plans or approved by the Engineer, Junction Boxes, Cable Vaults, and ING DETAIL ALTERNATIVE 2) (SEE NOTE 11) 1 3/8" (IN) DIAM. HOLE WITH /..\ D HEADED ANCHOR SHEAR STUD (TYP.) 1/2, (SEE NOTE 11) MIN Pull Boxes shall not be placed within the sidewalks, walkways, shared use paths, traveled ways or paved shoulders. All Junction Boxes, Cable Vaults, and Pull Boxes placed within the traveled way or paved shoulders shall be Heavy -Duty. 1/2 - 13 x 1 112 STAINLESS STEEL PENTA HEAD BOLT 1 1/4" GAP (TYP.) 4„ WELDED WIRE HOOP (TYP.) P-) WWF WIRE TIED TO 14. Distance between the top of the conduit and the bottom of the Junction Box lid shall be 6" (in) min. to 8" (in) FOR HOOK RELEASE (7Yp.j (SEE NOTE HEADED ANCHOR max. for final grade of new construction only. See Standard Specification 8-20.3(5). Where adjustments BOLT PLATE - SEE DETAIL LOCKING LID STANDARD SHEAR STUD (TYP.) are to be made to existing Junction Boxes, or for interim construction stages during the contract, the 3116 3/4 DUTY JUNCTION BOX SECTION OD limits shall be from 6" (in) min, to 10" (in) max. See Standard Specification 8-20.3(6). (TYP-) 3/16 3/4 CONDUITS NOT SHOWN PERSPECTIVE VIEW TOP OF SOIL SURFACE OR FINISHED GRADE E A GROUNDING STUD 1 1/2" MIN. (SEE NOTE 4) CO ER STEEL 3/ COVER PLATE LID HOOK CL v W W „ F w p N 2 1 W O o b: 3 (SEE NOTE 6) w T f CRUSHED SURFACING (BASE 2 U COURSE OR TOP COURSE) - PER `6. w STANDARD SPECIFICATION 9-03.9(3) , N H `µ, PVC 4O GRS CONDUIT CONDUIT ,-' SECTION A 1/2 - 13 x 1 1/2 S. S. PENTA HEAD BOLT AND 1/2" (IN) S. S. FLAT WASHER i ❑ 1 3/8" (IN) DIAM. HOLE 0 BOLT PLATE CHANNEL — } SEE DETAIL U Q 3/16 } (TYP.) 2" (IN) x 1/4" (IN) - 3 GAGE STEELSPACER (TYP 3/16 1 5/8" (IN) SLOTTED S. S. CHANNEL WITH S. S. CHANNEL NUT AND SPRING DETAIL OF Wz s (6 G GE) (SEE NOTE 10) GROUND STUD (SEE NOTE 4) COVERLIP PLATE STEEL 1 Equipment Grounding q P E ul CO9 B COUPLING NUT FOR ALTERNATIVE 2 - TOP OF PAVED Conductor 1 1/2 MIN. SEE DETAIL "E" ALTERNATIVE 2 SURFACE 2 Copper Solderless F LID SUPPORT (TYP.) - KPP 3E (IN) STEEL 3/16" L SHAPE SHOWN TOP OF BASE Crimp Connector COVER LIP PLATE (TYp,) (SEE NOTE 3) COURSE O Equipment Bonding JumJumper See Note 6 W8" (IN) x 3" (IN) HEADED ANCHOR P ( )ff SHEAR STUD (TYP-) ® See Contract for conduit WELDED WIRE size and number I FABRIC (TYP.) o W o r (WWF) 4x4-W2.9xW2.9 FW^' 11 2" OJ IIN. M W �CD �m LL z0 g o_ N O LID LIFTING NOTCH - 1/4" (IN) x 3/4" (IN) 3/8" (IN) STEEL COVER PLATE - 3/8" (IN) STEEL SHOWN CUT AWAY FOR CLARITY COVER LIP PLATE 3/16 (TYP') 3/16 V 1 1/2 V 1/8 LID SUPPORT - L SHAPE SHOWN 3/16 (SEE NOTE 3) HEX COUPLING NUT WWF - WELDED LID BOLT DOWN - TO LIP PLATE ATTACHMENT TAB - SEE DETAIL WELDED WIRE ALTERNATIVE 1 SHOWN PERSPECTIVE VIEW LID SUPPORT - 1/4" LID LIFTING NOTCH LSHAPE SHOWN (SEE NOTE 3) 3/16 3/8" (IN) STEEL 1/2 - 13 x 1 112 S. S. PENTA COVER LIP PLATE HEAD BOLT AND 1/2" (IN) AND S. S. FLAT V 1/8 3/1 WWF - TIED IN 2 PLACES TO HEADED ANCHOR SHEAR STUD WWF 4x4-W2.9xW2.9 (TYP.) (6 GAGE) (SEE NOTE 10) 3/8" (IN) x 3" (IN) HEADED ANCHOR SHEAR STUD - WELDED TO LIP PLATE BOLT PLATE CHANNEL - SEE DETAIL a� �{3> (SEE NOTE 6) SECTION OC 1 3/8" (IN) DIAM. HOLE BOLT PLATE CHANNEL - SEE DETAIL 3/16 d I BOLT DOWN HEX COUPLING NUT ATTACHMENT TAB — S. S. 5/16-NC x 7/8" (IN) WITH SEE DETAIL S. S. 5/16-NC x 314" (IN) BOLT & THREE EACH S. S. 5/16" (IN) FLAT WASHERS LID BOLT DOWN SUPPORT ANGLE — 1 1/2" (IN) x 3" (IN) x 1/4" (IN) ANGLE DETAIL ( E ALTERNATIVE 2 SHOWN 1/2 - 13 x 1 1/2 S. S. PENTA HEAD BOLT AND 1/2" (IN) S. S. 3/16" FLAT WASHER 1 1/8" (IN) x 2" (IN) 3/8" (IN) STEEL 1 1/8" (IN) x 2" (IN) VERTICAL SLOT COVER LIP PLATE VERTICAL SLOT (TYP' 3/16 COVER MARKING DETAIL ^� 1" (TYP.) 11" (TYP.) ITS 1/2" (TYP.) 1/4" CLEAR I T S I ALROUN L AD °Q°OQQQOVQ SEE NOTE 7 z (6 GAGE) (SEE NOTE 10) 2" WELDED WIRE HOOP ri- MIN. • 3 (TYP.) W2.9 (6 GAGE) LOCKING LID STANDARD (SEE NOTE 10) DUTY JUNCTION BOX ou TYPES 1 & 2 STANDARD PLAN J-40.10-04 ° o SHEET 1 OF 2 SHEETS APPROVED FOR PUBLICATION Carpenter, Jeff &21 -rl/iApr 28 2016 3:12 PM SECTION OB Adook STATE DESIGN ENGINEER Washington State Department of Transportation (CONDUITS NOT SHOWN) -" LID SUPPORT - L SHAPE SHOWN 3/8" (IN) STEEL (SEE NOTE 3) COVER PLATE 3/8" (IN) STEEL COVER LIP PLATE 1 31161 (TYP.) 1/8 LID HOOK - 1" (IN) x 1" (IN) x 3/16" (IN) ANGLE 3/16 1 1/2 LID SUPPORT - 3/16 L SHAPE SHOWN WWF - TIED IN 2 PLACES (SEE NOTE 3) TO EACH HEADED ANCHOR SHEAR STUD WWF 04-W2.9xW2.9 (TYP.) _ (6 GAGE) (SEE NOTE 10) 3/8" (IN) x 3" (IN) HEADED ANCHOR SHEAR STUD - WELDED TO LIP PLATE 112 - 13 x 1 1/2 S. S. PENTA HEAD BOLT AND 1/2" (IN) S. S. FLAT WASHER LID LIFTING NOTCH -1/4" (IN) x 3/4" (IN) 3/8" (IN) STEEL COVER PLATE - SHOWN CUT AWAY FOR CLARITY 3/16 V 1 1/2 LID SUPPORT - L SHAPE m SHOWN (SEE NOTE 3) a EXPOSE LID BOLT DOWN SUPPORT ANGLE TO ATTACH _- ALTERNATIVE 2 LID BOLT DOWN 3 172" ANGLE ATTACHMENT TAB LID BOLT DOWN SUPPORT ANGLE - 2" (IN) x 2" (IN) x DETAIL OF 1/4" (IN) ANGLE ALTERNATIVE 2 SHOWN PERSPECTIVE VIEW 1/2 - 13 x 1 1/2 S. S. PENTA HEAD BOLT AND 1/2" (IN) S. S. FLAT WASHER 3/8" (IN) STEEL COVER 1/4" LID LIFTING NOTCH 2" 2 1/2" 2" (IN) x 1/4" (IN) - 3 3/16" GAGE STEEL SPACER 1/2 - 13 x 1 1/2 S. S. PENTA HEAD BOLT AND 1/2" (IN) S. S. FLAT WASHER I � I 5/8" (IN) x BOLT PLATE CHANNEL - M 1" (IN) HORIZONTAL o SEE DETAIL SLOT ------------------ o SLOTTED STEEL CHANNEL 5/8" (IN) x 1" (IN) 3 (SEE NOTE 6) d HORIZONTAL SLOT a 3/16 3/16 d HEX COUPLING NUT 1 S. S. 5/16-NC x 7/8" (IN) WITH S. S- 5/16-NC x 3/4" (IN) BOLT LID BOLT DOWN ATTACHMENT & (3 EACH) S. S. 5/16" (IN) TAB - SEE DETAIL FLAT WASHERS DETAIL (E ALTERNATIVE 1 ALTERNATIVE 1 SHOWN LID BOLT DOWN ATTACHMENT TAB (SEE NOTE 12) 2" 9116" (IN) 2" DIAM. 1" HOLE r�i 1 �� � I, 3/4" (IN) SLOT 9/16" (IN) N DIAM- HOLE 1/2" (IN) S. S. HEX NUT 2" (IN) x 3" (IN) x 1/4" (IN) ANGLE 7/16" (IN) x 3/4" (IN) SLOT 0 1/2" (IN) S. S. HEX NUT O 1/8 (TYP.) ALTERNATIVE 2 LID BOLT DOWN ATTACHMENT TAB (SEE NOTE 12) PLATE - SHOWN CUT 1/8" (IN) x 3/4" (IN) 1/4" (IN) STEEL PLATE AWAY FOR CLARITY STEEL ANGLE 2" 1" I 518" (IN) x 1" (IN) �o VERTICAL v SLOT BOLT PLATE CHANNEL 3/16 (TYP) 1/4" (IN) STEEL 1/8" (IN) x 3/4" (IN) 3/16 1 1/2 PLATE 3/16 11/2 STEEL ANGLE LID SUPPORT- LOCKING LID STANDARD" a" 33/4" 1/8 DUTY JUNCTION BOX o L SHAPE SHOWN WWF -TIED IN 2 d 3/16 1/8" IN x (SEE NOTE 3) �.� ` TYPES 1 8� 2 PLACES TO HEADED d ( ) 3/4" (IN) ANCHOR SHEAR STUD/o ANGLE (TYP.) 1/4" (IN) STEEL PLATE �� STANDARD PLAN J-40.10-04 WWF 4x4-W2.9xW2-9 d p� 1/4" (IN) S. S. PLATE a ' (TYP.) (6 GAGE) LID SUPPORT - L SHAPE SHOWN US 1/8 SHEET 2 OF 2 SHEETS RADIUS (SEE NOTE 10) (SEE NOTE 3) RA 1/8" (IN) x 3/4" (IN) STEEL APPROVED FOR PUBLICATION ANGLE - RIGHT ANGLE 1/2" (IN) S. S. 1/8" (IN) x 3/4" (IN) STEEL /�� Carpenter, Jeff 3/8" (IN) x 3" (IN) SHOWN, MIRROR IMAGE HEX NUT ANGLE - MIRROR IMAGE &0eareh, pe# Apr 28 20163:12 PM HEADED ANCHOR DETAIL FOR LEFT ANGLE FOR LEFT ANGLEw. SHEAR STUD- DETAIL OE ALTERNATIVES STATE DESIGN ENGINEER WELDED TO ALTERNATIVE 3 SHOWN LID BOLT DOWN ATTACHMENT TAB Adft � Washington State Department of Transportation LIP PLATE ALTERNATIVE 3 SHOWN PERSPECTIVE VIEW (SEE NOTE 12) • U H V u) 0-1 W 0 Z Z W V/ (D Z_ H J Z) U) Z O U N = � W 0 N C� W Q Z Y O Q w CL 0 U Q Q W Q c Z 0 0 o 16 > NO N CE ID] V) Z o N 7 d 'a LLI F- V) U LNU Id- ° a) S '� M O 4) LLI N .� m m Y N LEI (If O Z Z_ U Z Q 0 L ? J_ O H Z LL�yLI Z CO� = a W o Z Q LL (n LL U } Z o U C9 W Z W > Q O J Q CD Z Y Z O N Z LU I.L SHEET:59/SIG-15 OF: 70 JOB NO.: 17534 DWG: DETS—PDFS—SH 38 20 Y (n W Q Z g 0 Q O O cV O 04 00 N O 3 U7 (n I (n L.L 0 0 I V) I— W O U N I N to C _O Q N O Q t= _0 O O O O O U _O N 41 O N Z3 t= N O C O C N 110 LO r- i z O z LLI ry 20 0 Of 0 U N m GROUND STUD (TYP) (SEE NOTE 4) z 0 0 z c O LL M M N N LL 0 0 LU z I I HEADED ANCHOR SHEAR STUD - 3/8" (IN) x 3" (IN), 10 COUNT STUDS EVENLY SPACED AROUND FRAME i 0 Equipment Grounding Conductor < Copper Solderless Crimp Connector O3 Equipment Bonding Jumper ® Foundation 5Q See Contract for conduit size and number 48" 4 42" SEE HINGE DETAIL 36" 4 1/8" GAP B BETWEEN LIDS -- ----- ------ ---- ------------------------ I -------------� ------ --�- - -- — a v SEE NOTE 8 i 3,. y SEE HANDLE DETAIL 3 - I I 1r ,®r --1 vo v v I J 3l16 1 1/2 (TYP.) 19" 19" 0 w a a I rn J - _ _ CID N z LU > W co co I • - ------------------J-- asr DIAMOND PATTERN C (SEE NOTE 2) i i i 4 S I UUS tVtNLY SF'A(:tU (TYP.) PLAN VIEW LOCKING LID STANDARD DUTY JUNCTION BOX 3/16" TOP OF SOIL SURFACE .1� #5 HOOP 04 WITH 8" (IN) o OVERLAP - 2 TIES 0 co C7 v \ 0 73 = ih z z LL �W N 2 F COVER MARKING DETAIL NOTES a 1" (TYp.) Z v (TYP.) 1. All box dimensions are approximate. Exact configurations vary among manufacturers. _Im 2. Minimum lid thicknesses are shown. Junction Boxes installed in sidewalks, walkways, and T S shared -use paths shall have a slip -resistant coating on the lid and lip cover plate and shall 1/2" (TYP.) be installed with the surface flush with and matched to the grade of the sidewalk, walkway, 1' or shared -use path. The non -slip lid shall be identified with permanent markings on the O O O O O 1/4" CLEAR underside, indicating the type of surface treatment (see Contract Documents for details) and ;0'.-V-----e--o the year of manufacture. The permanent marking shall be 1/8" (in) line thickness formed with ppI T S_ • ALL AROUND a mild steel weld bead and shall be laced prior to hot-ddip p p p galvanizing. SEE NOTE 8 3. Lid support members shall be 3/16" (in) min. thick steel C, L, or T shape, welded to the frame. Exact configurations vary among manufacturers. 4. A 1/4-20 NC x 3/4" (in) S. S. ground stud shall be welded to the bottom of each lid; include (2) S. S. nuts and (2) S. S. flat washers. 5. The hinges shall allow the lids to open 180°. 6. Bolts and nuts shall be liberally coated with anti -seize compound. 7. Connect Equipment Bonding Jumper to ground stud on lid. As an alternative to the ground stud connection, the Equipment Bonding Jumper shall be attached to the front face of the hinge pocket with a 5/16-20 NC x 3/4" (in) S. S. bolt, (2) each S. S. nuts, and (2) each S. S. flat washers. Equipment Bonding Jumper shall be #8 AWG min. x 4' (ft) of tinned braided copper. 8. The System Identification letters shall be 1/8" (in) line thickness formed by a mild steel weld bead. See Cover Marking detail. Grind off diamond pattern before forming letters. See Standard Specification 9-29.2(4) for details. 9. See the Standard Specifications for alternative reinforcement and class of concrete. 10. See Standard Plan J-40.10 for Welded Wire Fabric and Headed Anchor Shear Stud attachment details. 11. Capacity - conduit diameter = 24" (in) 12. Lid Bolt Down Attachment Tab provides a method of retrofitting by using a mechanical process in lieu of welding. Attachment Tab shown depicts a typical component arrangement; actual configurations of assembly will vary among manufacturers. See approved manufacturers' shop drawing for specifics. 13. Unless otherwise noted in the plans or approved by the Engineer, Junction Boxes, Cable Vaults and Pull Boxes shall not be placed within the sidewalk, walkway, shared use path, traveled way or paved shoulders. All Junction Boxes, Cable Vaults, and Pull Boxes placed within the traveled way or paved shoulders shall be Heavy -Duty. 14, Distance between the top of the conduit and the bottom of the Junction Box lid shall be 6" (in) min. to 8" (in) max. for final grade of new construction only. See Standard Specification 8-20.3(5). Where adjustments are to be made to existing Junction Boxes, or for interim construction stages during the contract, the limits shall be from 6" (in) min. to 10" (in) max. See Standard Specification 8-20.3(6). HEX COUPLING NUT 42" (TYP.) - SEE DETAIL "C" 30" 3" (TYP.) TOP OF BASE COURSE 20" INSIDE WIDTH OF FOUNDATION C 1/2" (IN) STEEL LIFT HOLE - 3/16" (TYP.) 3" (TYP.) COVER PLATE V (IN) - 2" (IN) TOP OF PAVED (TYP.) DIAM. SURFACE GROUND STUD WELDED WIRE s 3 ra w o r� �i 4x4-W2.9 (6 GAGE) 2 1 y #5 HOOP WITH (SEE NOTE 9) z 2" MIN. w D 8" (IN) OVERLAP �- a WELDED WIRE HOOP ln (TYP.) 0 o o I (TYP.) W2.9 (6 GAGE) W o 2 TIES LOCKING LID STANDARD MIN. 4 m V 4 �� (SEE NOTE 9) 3" W DUTY JUNCTION BOX D 1 2 • p •� •o •� p '• TYPE 8 CRUSHED SURFACING (BASE COURSE OR TOP COURSE) - o STANDARD PLAN J-40.30-04 PER STANDARD SPECIFICATION 9-03.9(3) `,', ° Q a ° 11. C',O SHEET 1 OF 2 SHEETS APPROVED FOR PUBLICATION Carpc ter, Jeff 5 PVC CONDUIT GRS CONDUIT 5 �L. P# Apr 2R 201G 3:I5 PM cllll SECTION O STATE DESIGN ENGINEER SECTION 1 T Washington Stale Department of Transportation A -„ CONDUITS NOT SHOWN 0 of O 3/16 V1 1/2 LID SUPPORT - 3/16" (IN) MIN. THICK m 3/16 FRAME - L 1 3/4" (IN) " 1/2" (IN) STEEL COVER PLATE x I 1/2" (IN) x 3/16" (IN) I (TYP) 3116 a a 4 GROUND STUD WITH 2 NUTS AND (TYP 114 2 WASHERS (TYP.) (SEE NOTE 4) WWF -TIED IN 2 4 PLACES TO HEADED • Q ANCHOR SHEAR STUD (SEE NOTE 10) Q a EQUIPMENT BONDING JUMPER (TYP.) �I (SEE NOTE 7) a v 3/8" (IN) x 3" (IN) HEADED V ' ANCHOR SHEAR STUD - �7 WELDED TO LIP PLATE a (SEE NOTE 10) 3" HEX COUPLING NUT - S. S. 5/16 NC x 718" (IN) WITH S. S. 5/16 NC x 3/4" (IN) BOLT AND 4 EACH S. S. WASHERS (TYP.) DETAIL O ALTERNATE LOCATION FOR ATTACHMENT OF EQUIPMENT BONDING JUMPER (SEE NOTE 7) (TYP.) l/i HINGE DETAIL 2" 1" i 5/8" (IN) x 1" (IN) VERTICAL SLOT Oil [V CR I 2" BOLT PLATE CHANNEL 1/2" (IN) STEEL 5" HANDLE STOP - COVER PLATE 6" (IN) x 3" (IN) x 1/4" (IN) 3/4" (IN) DIAM. HOLE (TYP.) ------------------- S. S. PIN WITH SNAP RING GROOVE (TYP.) TOP VIEW S. S. FLAT WASHER (TYP.) HANDLE STOP S. S. SNAP RING (TYP.) 1/2" (IN) STEEL COVER PLATE (TYP.)1/4 1" (IN) x V (IN) x 1/4" (IN) (TYP.) HANDLE - BENT 1/2" (IN) STEEL ROD, FLUSH WITH LID LID FRONT VIEW HANDLE DETAIL 3/16 1 1/2 1 1" 1 1/2" 1 3/8" 2 1/4" 1 i 1/2 - 13 x 1 1/2 S. S. PENTA HEAD BOLT AND 1/2" (IN) S. S. FLAT WASHER 3l16" LID SUPPORT - 3/16" (IN) MIN. THICK I 1/2 -13 x 1 1/2 S. S. PENTA HANDLE - SEE DETAIL 5/8" (IN) x 1" (IN) 1 3/8" (IN) DIAM. HOLE FRAME - L 1 3/4" (IN x HEAD BOLT AND 1/2" (IN) VERTICAL SLOT 1/2" (IN) x 3/16" (IN) S. S. FLAT WASHER 1/2" IN) STEEL COVER PLATE ( _ 1/2" (IN) STEEL COVER PLATE - (TYPOO = SHOWN CUT AWAY FOR CLARITY 3116 j FRAME - L 1 3/4" (IN) x 3/16 (TYP.) 3/16 a 1/2" (IN) x 3/16" (IN) BOLT PLATE LID SUPPORT - a CHANNEL 1/4 3/16" (IN) MIN. THICKNESS (TyP) 4 HANDLE 3/16 6" (IN x 3" (IN) x 1/4" (IN) BOLT PLATE CHANNEL - SLOTTED S. S. CHANNEL WELD TO STEEL COVER PLATE WITH S. S. CHANNEL NUT a a a AND SPRING Iwt;nmu uD STANDARD WWF -TIED IN 2 PLACES TO HEADED ANCHOR 3/8" (IN) x 3" (IN) HEADED DUTY JUNCTION BOX SHEAR STUD (SEE NOTE 10) Q a L1/4 ANCHOR SHEAR STUD - 5/8" (IN) x 1" (IN) TYPE 8 a WELDED TO LIP PLATE (SEE NOTE 10) HORIZONTAL SLOT ° ° STANDARD PLAN J-40.30-04 a a SLOTTED S. S. CHANNEL SHEET 2 OF 2 SHEETS WITH S. S. CHANNEL NUT AND SPRING APPROVED FOR PUBLICATION 3" DETAIL D carprnter.kf % Apr 2820163_15PM DESIGNSTATE DETAIL O ISOMETRIC VIEW Washington Stale Department of Transportation -„ • U H ^lam V CNn L.1_ W W 0 Z o rr^^ W V! Z_ H J C/) Z O N � N 0 w Q Z Y O W W CL 0 U Q Q W Q c Z D 0 o w ° _ 2 U > c NO N Of m V) Z O N 7 'a LLI F- VV)>) U0) LNU Id- 0 ' � M O y m ILLI N y 0 m m Y V d U LEI O Z V Z_ U Z Q o C9 LL �_ J_ Z H Z /LL! I.L = U) 3.1 CO = ? O Q W o Z O H C-) LL (q M L) } Z O U CD Lu Z W > a J Q V' Z Y Z O N F_ Z LULNU LPL SHEETROO/SIG-16 OF: 70 JOB NO.: 17534 DWG: DETS-PDFS-SH 35 Y Un LIJ Q Z g 0 Q O O N O N 00 N O 3 v u7 NO (n I Un I (n H LU 0 U E_ O U 0) I 41 0) C O f1 N O f2 C a� O O O O O rn U O L fn 0) t _C 41 fn a) Z3 C 0) O C 0) L I� u7 r- i z O z L1J ry TO POWE SOURCE I 5 1 8 4 8 24 6 43 8 RMC PVC APPLICATION APPLICATION KEY 1 SERVICE NEUTRAL O SERVICE GROUND O3 GROUNDING ELECTRODE CONDUCTOR ® BONDING JUMPER O GROUNDING BUSHING (TYP. ALL RMC CONDUIT TERMINATIONS) © GROUNDED NEUTRAL BUS (COPPER) O SERVICE ENCLOSURE ® EQUIPMENT GROUNDING CONDUCTOR Qg JUNCTION BOX SUPPLEMENTAL GROUND 1O SUPPLEMENTAL GROUND \'/ LJ V Lu 23 41 28 22 11 23 41 8 2 11 3 41 28 22 11 Lu <13 13 13 11 39 1Q3 .... 1 -------- - - _ __. ON SHEETD2 RIGID PVC CONDUIT (PVC) APPLICATION NOTES 1. If parallel circuits of different sizes are contained in one conduit, the size of the grounding conductor shall be determined on the basis of the largest conductor. Only one grounding conductor is required for each conduit, regardless of the number of circuits contained. 2. Service ground per serving utility require- ment. If the utility uses aluminum service conductors, an approved AI-Cu pressure - type ground connector shall be used to secure the service neutral to the copper neutral bar in the service enclosure. Except for the above, all grounding conductors shall be copper. 3. Equipment grounding conductors and grounding electrode conductors shall be sized in accordance with the National Electrical Code (No. 8 minimum). ❑ 0 r V U J z a � I CA o CONTINUED FROM SHEET 1 31 I 45 COMBINED GALVANIZED ITS - COMBINED I STEEL RIGID METAL GALVANIZED STEEL CONDUIT (RMC) AND ---.1 --- RIGID METAL CONDUIT RIGID PVC CONDUIT (RMC) AND RIGID PVC (PVC) APPLICATION CONDUIT (PVC) APPLICATION CONTINUED —FROM SHEET 1 RIGID PVC COND' (PVC) APPLICAT ITS - COMBINED GALVANIZED STEEL RIGID METAL CONDUIT (RMC)AND RIGID PVC CONDUIT (PVC) APPLICATION. FIBER OPTIC CABLE ONLY, NO METALLIC CONDUCTORS ITS - COMBINED GALVANIZED STEEL RIGID METAL CONDUIT (RMC) AND RIGID PVC CONDUIT (PVC) APPLICATION TOP OF PAVEMENT 38 OR EXISTING GROUND <V 8 36 SECTION O FROM DIFFERENT SERVICE 2 TOP OF PAVEMENT OR EXISTING n 38 ` GROUND NT 13 SHOWN 6 OR©7 POSSIBLE SECTION O "SEE CONTRACT PLANS GALVANIZED STEEL RIGID METAL CONDUIT (RMC) APPLICATION ltt�� �d j A OR OR 141 8 2 11 ---------------------- -- 41 8 22 11 . 30 37 GROUND DETAILS 4 11 30 4 11 10 ELECTRICAL LOAD SUPPORT 10 1Q2 11 I 4 I 12 I 12 12 12 12 11 4 12 11 4 39 12 (LUMINAIRE POLE AND TRAFFIC SIGNAL POLE) 21 TO GROUNDING TERMINAL OR CONNECTION TO 8 FROM SHEET 1 L...... j ............ .....-........-.. I . -------- ..., FROM DIFFERENT EQUIPMENT GROUNDING SYSTEM 4 I 11 COPPER SOLDERLESS CRIMP CONNECTOR 4 12 GALVANIZED STEEL RIGID METAL CONDUIT (RMC) 22 BONDING JUMPER ATTACHED TO BOX WALL I 15 2 COUPLING NUT 13 RIGID PVC CONDUIT (PVC) ® CABINET GROUNDING BUSS (COPPER) 12 9 I 8 I 8 4 I 8 34 8 45 g 8 42 ©3 BONDING JUMPER ATTACHED TO BOX LID(S) i 4OPTION A - 10' RMC WITH FIELD BEND GROUND STUD. # 8 AWG (MIN.) x 4'(FT) TINNED 35 RIGID PVC OUTERDUCT WITH PVC OR PE INNERDUCTAPPROVED ADAPTER FITTING BRAIDED COPPER. 34PUI NT I I i i i 43 GROUNDING BUSHING 36 GALVANIZED STEEL RIGID METAL CONDUIT OUTERDUCT WITH V I 29 q I 21 41 8 22 21 41 8 22 I 9 !' 4 24 END BELL BUSHING PVC OR PE INNERDUCT 31 I 45 OPTION B- 10' RMC TYPICAL i I i t 31 3 TYPICAL GS FACTORY ELBOWS (TYP• ALL NON-METALLIC CONDUIT TERMINATIONS) 37 EQUIPMENT GROUNDING CONDUCTOR CONNECTION POINT IN ! I 5 5 CODE SIZED PVC CABLE VAULT OR PULL BOX BETWEEN SEPERATE SERVICES GROUNDING DETAILS ': ITS - GALVANIZED STEEL RIGID I 19 15 GROUNDING DETAILS - APPROVED ADAPTER FITTING GALVANIZED STEEL RIGID I ITS -GALVANIZED STEEL I I METAL CONDUIT (RMC) APPLICATION I ITS - GALVANIZED STEEL RIGID 38 DETECTABLE UNDERGROUND WARNING TAPE. COIL 2' INSIDE METAL CONDUIT 1.- RIGID METAL CONDUIT -. __._� GS COUPLING 26 HIGH -DENSITY POLYETHYLENE CONDUIT (HDPE) 0 FIBER OPTIC CABLE ONLY - NO METAL CONDUIT (RMC) APPLICATION GROUNDING BUSHING CABINET, CABLE VAULT, OR PULL BOX STANDARD PLAN J-6O.O5-01 (RMC) APPLICATION (RMC) APPLICATION STANDARD PLAN J-60.05-01 27 NON-METALLIC CONDUIT (PVC) SCHEDULE 80 METALLIC CONDUCTORS 15 GROUND ROD ® BOX LID(S) GROUND STUD 39 TRANSFORMER CABINET SHEET 1 OF 3 SHEETS 8 r 8 9 SHEET 2 OF 3 SHEETS 16 EDGE OF FOUNDATION, POLE OR SERVICE SUPPORT ©g CABLE VAULT 40 GROUNDING CONDUCTOR NON -INSULATED (FROM REINFORCING CAGE) APPROVED FOR PUBLICATION 4 4 40 4 4 40 APPROVED FOR PUBLICATION 17 CLAMP 41 BOX FRAME BONDING ATTACHMENT POINT 30 PULL BOX Carpenter, Jeff Carpwter,Jerr 18 JUNCTION BOX OR 8" DRAIN TILE WITH APPROVED 42 GROUND LUG WELDED TO CABINET WALL (WI TINNED COPPER BUSS) • Jul 21 2016 8:33 AM ----- _--- Jul 21 20168:33 AM 31 ITS CABINET _............... CONCRETE COVER 43 CABINET MAIN BONDING JUMPER STATE DESIGN ENGINEER STATE DESIGN ENGINEER O19 CODE SIZE RMC 32 EDGE OF FOUNDATION 44 8 44 8 Amok 33 TRAFFIC SIGNAL CABINET ® ITS CAMERA, RAMP METER, TRAFFIC DATA STATION, HIGHWAY ADVISORY RADIO � Washington State Department of Transportation � Washington State Department of Transportation 20 TO SERVICE NEUTRAL BUS 45 UNGROUNDED CABINET NEUTRAL BUSS (COPPER) -" 3 41 28 22 11 3 41 28 22 11 -" 1O Required to supplement equipment grounding for luminaire standards with direct burial aerial feeds, or where required in the plans OZ Required at all service and separately derived systems O3 Type D service cabinet shown. Use this concept for Type E cabinet or transformer. Type D service cabinet shall be installed on lower surface of foundation only. Type B service cabinet and transformer cabinet shall be installed on raised surface of foundation only. 4O Type B modified service cabinet O5 Grounding electrode conductor and equipment grounding conductor shall not be routed through lug on grounding bushing. SERVICE GROUND O2 DETAIL ( SERVICE GROUND O2 DETAIL O TYPE DT SERVICE CABINET T=\; � � SEE STANDARD PLAN J-10.10 15 6' - 0" MIN.1­9 RIGID PVC CONDUIT (PVC) APPLICATION II TYPE D II SEE STANDARD SERVICE CABINET PLAN J-10.10 15 6'-0"MIN. 15 GALVANIZED STEEL RIGID METAL CONDUIT (RMC) APPLICATION D 15 6'-0"MIN. __415 RIGID PVC CONDUIT (PVC) APPLICATION SERVICE GROUND O2 15 li DETAIL O SERVICE GROUND O2 15 6' - 0" MIN. 15 GALVANIZED STEEL RIGID METAL CONDUIT (RMC) APPLICATION 15 DETAIL O SEE KEY ON SHEET 1 FOR PARTS TYPICAL GROUNDING DETAILS STANDARD PLAN J-60.05-01 SHEET 3 OF 3 SHEETS APPROVED FOR PUBLICATION C.'P__' Jeff e40C r-1 Ja12120168:33 AM AmokSTATE DESIGN ENGINEER MVP Washington State Department of Transportation • U Vl W W O Z Z W V/ (D Z I— D U) Z O L� I"1 O � HO C� Q Lij Q Z � o Y U W 2 LLI > O IY D_ D_ 0 U Q Q L1J H Q c 0 Z E o NO o U N c N a � _ Of f6 U M a Z 0 > > c O LLI y 7 a)� d V) p a) w W :_ o N m U -E ILIJ n/ p O Y LL y y U d m O Z V Z_ CU Z Q OLL Z Z LU = () = F_ O Q LLJ 0 z O_ LL U) LL V } Z o U z W Z W > Q O 2 Q C� Y Z O cn I— NW W SHEET-61 /SIG-17 OF: 70 JOB NO.: 17534 DWG: DETS—PDFS—SH 35 Y (n W Q Z g 0 Q O N O N 00 N O zs 3 ( NO _ U) I V) LL 0 n I W 0 U E_ O U N 41 N C O a� O Q C O v O O O O O rn U O L fn t 41 O fn a) Z3 C O O C O C N L to r Z O z W ry Tr To r SIC 6 10 KEY (D CENTER PIPE 3 SIDE MOUNT 2O CHASE NIPPLE 4 TYPE A - PEDESTRIAN 12 Q3 NIPPLE TYPE H - VEHICLE r ® SERRATED ELBOW 13 O5 SERRATED OR FLANGED ELBOW` © REAMED TEE WITH SET SCREW O7 REAMED ELBOW WITH SETSCREW OB BRONZE TERMINAL COMPARTMENT WITH: 0 i •GASKETED COVER •FASTENERS • WIRE LEADS • MOUNTING SADDLE FOR SIDE MOUNTS ON ROUNDITAPERED POLES - OMIT SADDLE ON 2 I MULTI -SIDED POLES • 1/4" (IN) DIAM. DRAIN HOLEW • 12-POSITION TERMINAL STRIP • WIREWAY FOR SIDE MOUNTS O9 BRONZE COLLAR - 4 1/4" (IN) I.D. OFFSET OPENING W/SET SCREWS 10 ORNAMENT CAP I .. - 11 NEOPRENE GASKET ! r.. 12 WASHER 13 CONDUIT LOCKNUT 14 TYPE E HINGE CLAMSHELL MOUNT - LEFT OR RIGHT, SEE CONTRACT C 15 FASTENER WITH SPACER - • 1/2" (IN) LAG SCREWS ON WOOD POLE g Is 1/2" (IN) BOLTS TAPPED TO METAL POLE 16 FLATHEAD SOCKET BOLT 17 112" (IN) INSERT HOLE FOR EXTERNAL WIRE ENTRANCE (REQUIRED ON TIMBER POLE MOUNTING ONLY) 18 TERMINAL BLOCK AND PHENOLIC TAG 19 INSULINER - 1" (IN) MIN. DIAM. HOLE 20 SIGNAL HEAD WITH BACKPLATE 21 FIELD DRILL POLE AND INSERT AN INSULINER TOP MOUNT OR SIMILAR DEVICE TO PROTECT CONDUCTORS 2© SIMILAR TO ( WITH BRONZE INTEGRAL COLLAR TYPE D - PEDESTRIAN - OFFSET BRONZE COLLAR TO FRONT 23 1/2" (IN) DIAM. x 3" (IN) LONG BOLT WITH WASHER OR VEHICLE (SHOWN) - OFFSET BRONZE COLLAR TO BACK SIDE MOUNT TYPE B - PEDESTRIAN TYPE K - VEHICLE --TYPE E MOUNTING DETAILS 20 3 TOP MOUNT TYPE C - PEDESTRIAN TYPE F - VEHICLE PEDESTRIAN HEAD SIDE MOUNT (LEFT SIDE SHOWN) TYPE E - COUNTDOWN LED PEDESTRIAN HEAD NOTES 1. See Contract for head type, mounting height, and orientation. 2. All nipples, fittings, and center pipes shall be 1 1/2" (in) diameter. 3. Install neoprene gasket inside head when flanged elbows are supplied. 4. Extend wire sheath a minimum of 1" (in) inside all signal and sign housings and terminal compartments. 5. Apply bead of silicone to the serrated ring and around the perimeter of all top openings prior to installation of fittings. 6. See Standard Specification 9-29.16 for backplate requirements. Where required, prismatic sheeting shall be applied in accordance with the manufacturers recommendations. The application surface of the backplate shall be cleaned, degreased with isopropyl alcohol, and dried prior to application of the sheeting. 7. Drill a 1/4" (in) drain hole in the bottom of each signal display assembly, and one in the bottom of each pedestrian head. When signal display assembly is mounted horizontally, drill a 1/4" (in) drain hole at the lowest point of each section of the signal assembly. SIGNAL HEAD MOUNTING DETAILS — POLE AND POST TOP MOUNTINGS STANDARD PLAN J-75.10-02 SHEET 1 OF 1 SHEET APPROVED FOR&UBLICATIP(N arpenter, e f Jul 1020157:19AM STATE DESIGN ENGINEER —8 Washington State Department of Transportation 6 KEY 1Q END CAP 02 1 D2" (IN) DIAM. CONDUIT LOCKNUT O3 1 1/2" (IN) DIAM. CHASE NIPPLE ARM MOUNT ® STEEL WASHER TYPE L O5 NEOPRENE GASKET © BRONZE SERRATED ELL FITTING WITH: • 3/8" (IN) STAINLESS STEEL THROUGH BOLT AND NUTS • THREE STAINLESS STEEL SET SCREWS AT SLIPFITTER CONNECTION • THREE ALLEN HEAD STAINLESS STEEL SET SCREWS AT CONDUIT NIPPLE CONNECTION �7 SERRATED RING WITH PINS ® HEX LOCKNUT WITH: • TWO ALLEN HEAD STAINLESS STEEL SET SCREWS • PIN RECEPTACLES O9 1 1/2" (IN) DIAM. CONDUIT NIPPLE 10 1 1/2" (IN) DIAM. HEX LOCKNUT 11 MOUNTING ASSEMBLY 12 BRONZE ELEVATOR PLUMBIZER WITH 318" (IN) STAINLESS STEEL THROUGH BOLT, WASHERS, AND TWO NUTS 13 ALUMINUM ARM WITH SET SCREW 14 SLOTTED TUBE WITH CLOSURE STRIP 15 2 1/2" (IN) I.D. MIN. TUBE CLAMP 16 INTERNALLY THREADED CLAMP ASSEMBLY WITH: • TWO SET SCREWS • 1/2" (IN) x 0.045" (IN) STAINLESS STEEL BANDS • 7/16" (IN) SCREW BUCKLES WITH SWIVELS, NUTS, AND WASHERS • BAND CLIPS WITH ALLEN HEAD STAINLESS STEEL SET SCREWS 17 BRONZE MESSENGER HANGER WITH: • 1/2" (IN) DIAM. J-BOLTS • CABLE LOCK BAR • RIVET • COTTER KEY 18 BRONZE INTERNALLY THREADED WIRE ENTRANCE WITH: • BUSHING INSERT OR RUBBER GROMMET •ALLEN HEAD STAINLESS STEEL SET SCREW 19 BRONZE BALANCE ADJUSTER (WHERE REQUIRED) 20 MULTI -HEAD MOUNTING ASSEMBLY 21 LOWER ARM ASSEMBLY SERRATED RING WITH NO PINS 23 SERRATED WASHER 24 1 1/2" (IN) DIAM. SERRATED OR FLANGED ELBOW 25 CENTER SUPPORT WITH 1 1/2" (IN) DIAM. HUBS WITH COVER AND GASKET 26 1 1/2" (IN) DIAM. SERRATED COUPLING 2© 1 1/2" (IN) BREAKAWAY TETHER ASSEMBLY WITH OPTIONAL EXTENDER BAR ® SERRATED CROSS i i t__ 27 SPAN WIRE TYPE P (1 HEAD) 6 I ARM MOUNT TYPE LE ARM MOUNT TYPE N SPAN WIRE TYPE P-5S (TYPE P WITH 5-SECTION HEAD) ARM MOUNT TYPE M ARM MOUNT TYPE M-5S (TYPE M WITH 5-SECTION HEAD) HOUSING FIXTURE CONNECTION DETAIL E SPAN WIRE TYPE Q (2 HEADS) TYPE R (3 HEADS) TYPES (4 HEADS) NOTES 1. Type M mounting shall have "O" ring groove and seal on top and bottom of signal attachment. 2. Type M mounting for conventional heads shall have a 2" (in) diameter opening at the signal attachment. 3. Type M mounting for optically programmed heads shall have a 3 1/2" (in) diameter opening at the signal attachment. 4. Type N mounting with optically programmed heads shall be installed with 14" (in) nominal arms. 5. See Standard Plan J-75.30 for tether wire and backplate requirements. 6. Apply bead of silicone around the perimeter of all top end cap openings prior to installation of the end cap assembly. 7. See Standard Specification 9-29.16 for backplate requirements. Where required, prismatic sheeting shall be applied in accordance with the manufacturers recommendations. The application surface of the backplate shall be cleaned, degreased with isopropyl alcohol, and dried prior to application of the sheeting. 8. Drill a 1/4" (in) drain hole in the bottom of each signal assembly. When signal display assembly is mounted horizontally, drill a 1/4" (in) drain hole at the lowest point of each section of the signal assembly. NOTE: BACKPLATES NOT SHOWN FOR CLARITY SIGNAL HEAD MOUNTING DETAILS — MAST ARM AND SPAN WIRE MOUNTINGS STANDARD PLAN J-75.20-01 SHEET 1 OF 2 SHEETS APPROVED FOR PUBLICATION Carpenter, Jeff Jul 10 2015 7: 18 AM STATE DESIGN ENGINEER STATE DESIGN ENGINEER 8 Washington State Department of Transportation NOTE: BACKPLATES NOT SHOWN FOR CLARITY SIGNAL HEAD MOUNTING DETAILS — MAST ARM AND SPAN WIRE MOUNTINGS STANDARD PLAN J-75.20-01 SHEET 2 OF 2 SHEETS APPROVED FOR PUBLICATION Carpenter, Jeff Jul 10 2015 7:18 AM STATE DESIGN ENGINEER T Washington State Department of Transportation OT • U H V I"1 (/) L 0-1 1 1 W W 0 Z Z W Z_ H J Z O U L� I"1 N = � W 0 N (9 Q > Z Y O W U W W CL Q 2 CL 0 U Q Q W Q c Z 0 0 E o c c �0 > N (i m V) ~ Z O N 7 d � F- VV)) U W IX ° a) S a ;? ':5 v D ai LLI N .� m 0 Y d W (If O Z 0 Z_ U Z Q o LL Z H Z LLI = CO = ? O Q W o z O_ C-) LL CO M `} I U Z O U C9 W 7 W > a O S G J Q V' Z Y Z O N H Z LLNU L,L SHEET62/SIG-1 8 OF: 70 JOB NO.: 17534 DWG: DETS—PDFS—SH 36 Q O N O N 00 N 0 3 r NO C v 41 0 U) N Z3 C O O c O C N L LO r- i z 0 z w ry KEY 1O METAL OR TIMBER POLE 2O 2" (IN) x 3116" (IN) S.S. TETHER WIRE BAND WITH TWO EACH: • 3/8" (IN) - 16 NC x 3/4" (IN) S.S. HEX HEAD BOLT • LOCK WASHERS AND NUTS O3 5/16" (IN) EYE AND EYE TURNBUCKLE 25 ® 3/8" (IN) MILD STEEL S-HOOK 0 1/8" (IN) S.S. WIRE ROPE CLAMP (U-BOLT TYPE) 24 © 1/8" (IN) S.S. TETHER WIRE O7 1 1l2" (IN) BREAKAWAY TETHER ASSEMBLY 21 WITH OPTIONAL EXTENDER BAR ® SIGNAL HEAD U9 6 x 8.2 LB/FT CHANNEL SPAN WIRE MOUNT (11� ­**'� MAST ARM MOUNT 10 TWO EACH: • 1/2" (IN) - 13 NC x 2 1/2" (IN) S.S. HEX HEAD BOLT INTERNALLY ILLUMINATED SIGN • LOCK WASHERS (DRILL AND TAP POLE MOUNTING DETAILS TO ACCEPT) 11 WIREWAY (SEE DETAIL THIS SHEET) 12 METAL POLE 13 CABINET 14 END BUSHING 15 SEALING LOCKNUT 16 WIRE ROPE THIMBLE 17 CABINET WALL DRILLED 1/8" (IN) OVERSIZE OF NIPPLE 18 CHANNEL DRILLED 1/8" (IN) OVERSIZE OF NIPPLE 19 2" (IN) DIAM. x 4" (IN) NIPPLE (UNLESS OTHERWISE NOTED) 20 POLE WALL DRILLED SO BUSHING WILL PASS THROUGH - HOLE SIZE TO BE A MAXIMUM OF 1/8" (IN) LARGER DIAMETER THAN THE CONDUIT NIPPLE END BUSHING - INSTALL NIPPLE IN POLE WITH BUSHING INSTALLED 21 6063 EXTRUDED ALUMINUM FRAME BLANK OUT SIGN WITH VISOR 2© LIGHT EMITTING DIODE (LED) BLANK OUT SIGN 23 TRANSLUCENT PLEXIGLASS SIGN FACE - SEE CONTRACT FOR LEGEND 24 1 1/2" (IN) CAST IRON HUB WITH 5/16" (IN) PIN AND COTTER KEY ©5 SPAN WIRE MOUNT ASSEMBLY WITH: • 1 1/2" (IN) DIAM. CONDUIT LOCKNUT • 1 112" (IN) DIAM. CONDUIT NIPPLE • BRONZE MESSENGER HANGER WITH: - 1/2" (IN) DIAM. J-BOLTS - CABLE LOCK BAR - RIVET - COTTER KEY • BRONZE INTERNALLY THREADED WIRE ENTRANCE WITH: - BUSHING INSERT - ALLEN HEAD S.S. SET SCREW 26 ARM MOUNT ASSEMBLY WITH: • 1 1/2" (IN) DIAM. CONDUIT LOCKNUT • BRONZE SERRATED ELL FITTING WITH: - 3/8" (IN) S.S. THROUGH BOLT AND NUTS - THREE S.S. SET SCREWS AT SLIPFITTER CONNECTION - THREE ALLEN HEAD S.S. SET SCREWS AT CONDUIT NIPPLE CONNECTION • 1 1/2" (IN) DIAM. CONDUIT NIPPLE • SERRATED RING WITH NO PINS t27 SIDE POLE MOUNT ASSEMBLY WITH: • 1 1/2" (IN) DIAM. CONDUIT LOCKNUT • 1 1/2" (IN) DIAM. CONDUIT NIPPLE • SERRATED RING WITH NO PINS ® 1 1/2" (IN) SERRATED ELBOW ©9 1 1/2" (IN) DIAM. NIPPLE (DRILL AND TAP POLE TO ACCEPT) 30 TWO EACH: • 1/2" (IN) - 20 NF x 3/4" (IN) S.S. HEX HEAD BOLT • LOCK WASHERS (DRILL AND TAP POLE TO ACCEPT) 31 MOUNTING BRACKET 3© LOCKNUT LEGEND: S.S. = STAINLESS STEEL DRAWN BY: COLBY FLETCHER SCOOP 0 34 PLAN VIEW ELEVATION VIEW SIDE POLE MOUNT ISOMETRIC VIEW INTERNALLY ILLUMINATED SIGN MOUNTING DETAILS FULL CIRCLE TUNNEL VISORS PERSPECTIVE VIEWS CAP OR CUTOFF ANGLE 450 SHOWN -• SEE CONTRACT PLANS FOR ANGLE AND LENGTH "L" WIREWAY DETAIL ISOMETRIC VIEW 1l8" (IN) DRAIN HOLE SECTION (�) ELEVATION VIEW CABINET MOUNTING DETAILS NOTES 1. Backplates shall be installed with stainless steel screws and stainless steel washers. 2. Silicone top of channel and around nipples at openings into pole. 3. Breakaway tether extender bar shall extend one hole and one flat past tether wire. RETRO-REFLECTIVI YELLOW TAPE — SEI STD. SPEC. 9-29.1 BACKPLATE DETAIL 8" (IN) OR 12" (IN) SECTIONS 8" (IN) SECTION X = 5 1/2" (IN) t 1/2" (IN) 12" (IN) SECTION X = 5 1/2" (IN) t 1/2" (IN) MISCELLANEOUS SIGNAL DETAILS STANDARD PLAN J-75.30-02 SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION Carpenter, Jeff Jul 10 2015 7:17 AM -' STATE DESIGN ENGINEER cosi Adak T Washington State Department of Transportation • U ^lam V C/) 0-1 W 0 z z w Z_ H J C/) Z O N = � L_ 0 N (9 Q > Z Y O L;-i w CL Q 2 CL 0 0 U Q 0 Q LL1 Q Z 0 0 £° w ° =2 16 > o N � m V) ~ Z O 7 N� d F- V) Ua) wN N Ids °1 sY ': M O ai LLI N .� m m Y N 0 Z V Z U z Q 0 LL Z H Z LLI = C0 = ? O Q W o Z O_ C-) LL CO LL `} I U z 0 U C9 W 7 LU > a O S G J Q CD Z Y Z O Cn F_ Z LU SHEET:63/SIG-19 OF: 70 JOB NO.: 17534 DWG: DETS-PDFS-SH 37 Y W Q z g 0 Q O N O N m N 0 J 0 ry z 0 U UI Q ry / U E_ L 0 41 i c a� Q a� 0 48 O O O rn c U 0 L 0 0 O U) N D c 0 > c 0 c aD L LO z 0 77 z w fy / \ PCMS (128TH INTERSECTION) — ONE WEEK AHEAD OF LANE CLOSURE [DATE] PAVING TO PROJECT [DATE] 2 SEC 2 SEC a ROAD WORK \ AHEAD BE IEPARED 0 ST0Pi • PCMS (128TH INTERSECTION) — DURING LANE CLOSURE ROAD RIGHT WORK LANE AHEAD CLOSED 2 SEC 2 SEC a AL \ ROAD WORK AHEAD NE LAN ROAD AHEAD RENTON AVE S 0 BE EPARE STOP ROA WORK AHEAD vll 450'f T, RENTON AVE S LEV I I� r Z m N s � N O O N rrn rn rrn Ln 0 N BE PARED IMP. WORK<�ROAD HEAD j ONE LANE ROAD AHEAD 0 60' 30' 0 60' 120' SCALE: 1 "=60' LEGEND N CLASS B SIGN LOCATION ® WORK ZONE o--o—� TEMPORARY TRAFFIC CONTROL CHANNELIZING DEVICES ® BARRICADE TRAFFIC FLOW FLAGGING STATION PROTECTIVE VEHICLE NOTES 1. FLAGGER STATIONS SHALL BE ILLUMINATED DURING HOURS OF DARKNESS. 2. EXTEND DEVICES TAPER ACROSS SHOULDER. 3. SEE SPECIAL PROVISIONS SECTION 1-07.23 AND 1-10. 4. SIGNS SHALL BE 48"X48" BLACK LEGEND (NON—REFL.) ON ORANGE BACKGROUND (REFL.) UNLESS OTHERWISE NOTED. 5. MOTORCYCLE USE EXTREME CAUTION SIGNS SHALL BE INSTALLED WHEN THE FOLLOWING ROADWAY CONDITIONS EXIST: —GROOVED PAVEMENT —ABRUPT LANE EDGE —STEEL PLATES —LOOSE GRAVEL OF EARTH SPECIFIC SIGNS FOR EACH OF THE CONDITIONS NOTED SHALL BE INSTALLED ALONG WITH MOTORCYCLES USE EXTREME CAUTION SIGNS. 6. CHANNELIZING DEVICE SPACING FOR THE DOWNSTREAM TAPER SHALL BE 20' O.C. 7. ALL SIGNS TO BE IN PLACE FOR 3 DAYS OR MORE SHALL BE POST MOUNTED. 8. WORK REQUIRING LANE RESTRICTIONS SHALL BE PERMITTED DURING THE FOLLOWING HOURS: RENTON AVENUE SOUTH EASTBOUND AND WESTBOUND — DOUBLE LANE CLOSURE DOUBLE LANE CLOSURE WITH ONE LANE OPEN TO TRAFFIC IN EACH DIRECTION IN THE 4 LANE CONFIGURATION MOBILE OPERATIONS RENTON AVENUE SOUTH EASTBOUND AND WESTBOUND — TRIPLE LANE CLOSURE — TRIPLE LANE CLOSURE WITH ONE LANE OPEN TO TRAFFIC IN EACH DIRECTION IN THE 5 LANE CONFIGURATION MOBILE OPERATIONS MON 9:OOAM TO 3:30PM SUN 7:30PM TO MON 5:30AM TUES 9:OOAM TO 3:30PM MON 7:30PM TO TUES 5:30AM WED 9:OOAM TO 3:30PM TUES 7:30PM TO WED 5:30AM THURS 9:OOAM TO 3:30PM WED 7:30PM TO THURS 5:30AM FRI 9:OOAM TO 3:30PM THURS 7:30PM TO FRI 5:30AM 9. ACCESS TO PRIVATE AND COMMERCIAL PROPERTIES MUST BE MAINTAINED DURING CONSTRUCTION. 0 1" 2" TWO INCHES AT FULL SCALE. IF NOT, SCALE ACCORDINGLY • U 0 Co ^1 0 0 VJ M 000 N W N co w 0 Oz N _ _ 4 O 0 • Z N4 W 4 C> z Z > Z J Q O w Z U) z O �3 U 0 M_ aW 6 o o > m � o 04 c� a w z 3: o Y 0 o > O a 0 a a w 0 0 Z ca o 0O o u N c N ~ c � R V m a z 0 O Lu 7 y a) d V) O ro w N m U 0. W y n/ a) O Y LL y y U d R O z U z_ U W 0 LL w z z 2 = (n ZJ O Q W _3Z ~ W Z = 0- O Om W _ w N LL � O w O U Z w UO z 0 W Q� I1 V U > Q Y Y O z W SHEET: 64/TC-1 OF: 70 JOB NO.: 17534 DWG: TRAFFIC —CONTROL Y w a Z g 0 Q O N O N \ 00 N 0 3 J 0 ry z 0 U UI LL Q ry / U / E_ L O U N 41 0 c 0 0_ Q c O O O O O c U L U) 41 0 U) 0 Z3 c 0 O c 0 c aD L LO r z 0 z w ry / RENTON AVE s TWO UNIFORMED POLICE OFFICERS ROA 4 / WORK AHEAD NE LANE ROAD AHEAD PCMS (RAINIER INTERSECTION) - ONE WEEK AHEAD OF LANE CLOSURE [DATE] PAVING TO PROJECT [DATE] 2 SEC 2 SEC ROAD BE PREPARED J` LEFT LANE WORK TO STOP 1 STOP. 9, ONE LANE ROAD AHEAD s�ROAD �/L, 9 WORK �O AHE / '1% O4c CLOSED AHEAD V AHEAD BE PREPARED TO STOP,' 10/0/0 — \1 BE PREPARED �� TO ST��� \ y ti,T �� ONE LANE ROAD s AHEAD / ROAD ��� WORK AHEAD 7 N II PCMS (RAINIER INTERSECTION) - DURING LANE CLOSURE ROAD LEFT WORK LANE AHEAD CLOSED 2 SEC 2 SEC co 2 �Q LEGEND N CLASS B SIGN LOCATION 0 0 -0 TEMPORARY TRAFFIC CONTROL CHANNELIZING DEVICES ® BARRICADE TRAFFIC FLOW FLAGGING STATION Ia] PROTECTIVE VEHICLE IVnTFS 1. FLAGGER STATIONS SHALL BE ILLUMINATED DURING HOURS OF DARKNESS. 2. EXTEND DEVICES TAPER ACROSS SHOULDER. 3. SEE SPECIAL PROVISIONS SECTION 1-07.23 AND 1-10. 4. SIGNS SHALL BE 48"X48" BLACK LEGEND (NON-REFL.) ON ORANGE BACKGROUND (REFL.) UNLESS OTHERWISE NOTED. 5. MOTORCYCLE USE EXTREME CAUTION SIGNS SHALL BE INSTALLED WHEN THE FOLLOWING ROADWAY CONDITIONS EXIST: -GROOVED PAVEMENT -ABRUPT LANE EDGE -STEEL PLATES -LOOSE GRAVEL OF EARTH SPECIFIC SIGNS FOR EACH OF THE CONDITIONS NOTED SHALL BE INSTALLED ALONG WITH MOTORCYCLES USE EXTREME CAUTION SIGNS. 6. CHANNELIZING DEVICE SPACING FOR THE DOWNSTREAM TAPER SHALL BE 20' O.C. 7. ALL SIGNS TO BE IN PLACE FOR 3 DAYS OR MORE SHALL BE POST MOUNTED. 8. WORK REQUIRING LANE RESTRICTIONS SHALL BE PERMITTED DURING THE FOLLOWING HOURS: RENTON AVENUE SOUTH EASTBOUND AND WESTBOUND - DOUBLE LANE CLOSURE - DOUBLE LANE CLOSURE WITH ONE LANE OPEN TO TRAFFIC IN EACH DIRECTION IN THE 4 LANE CONFIGURATION - MOBILE OPERATIONS RENTON AVENUE SOUTH EASTBOUND AND WESTBOUND - TRIPLE LANE CLOSURE - TRIPLE LANE CLOSURE WITH ONE LANE OPEN TO TRAFFIC IN EACH DIRECTION IN THE 5 LANE CONFIGURATION - MOBILE OPERATIONS MON 9:OOAM TO 3:30PM SUN 7:30PM TO MON 5:30AM TUES 9:OOAM TO 3:30PM MON 7:30PM TO TUES 5:30AM WED 9:OOAM TO 3:30PM TUES 7:30PM TO WED 5:30AM THURS 9:OOAM TO 3:30PM WED 7:30PM TO THURS 5:30AM FRI 9:OOAM TO 3:30PM THURS 7:30PM TO FRI 5:30AM 9. ACCESS TO PRIVATE AND COMMERCIAL PROPERTIES MUST BE MAINTAINED DURING CONSTRUCTION. 0 1" 2" TWO INCHES AT FULL SCALE IF NOT, SCALE ACCORDINGLY • U o Co 00 I� 00 1VJ M�N � W N co W o O z N 2 04 O = • Z 0,*W 4 C7 = rn W z Z >Z J Q O w Z U) z Z t2i� O �3 U o to aW V) o o > m o c� Q Lij Q z 3: � Y U W 2 o w 00 w a 0- 0 0 U Q 0 a a a w 0 0 Z NO o o u N c N Of R V m a Z 0 > c M 0 LLI y d� a O �� w N m Of U 0.M W !� y n/ p O Y LL y 4;U d R O Z z U 0 LL W 0w Z z 2 = (n Z J N W z Z = J W =w N LL � O W O U Z w UO 0 W Q� I1 V U > Q Y c� Q Y O Z Lu SHEET: 65/TC-2 OF: 70 JOB NO.: 17534 DWG: TRAFFIC -CONTROL Y w Q Z g 0 Q N O N O N co N O_ J O ry z O U UI Q ry U 0 U N L U) c a a� a C Q) 0 0) O O O O c U a L D L D 0 N D a 0 Q) LO z O 77 z w fy m Q W cn W z_ J U Q PCMS (128TH INTERSECTION) — ONE WEEK AHEAD OF LANE CLOSURE [DATE] PAVING TO PROJECT [DATE] 2 SEC 2 SEC ROAD WORK AHEAD PCMS (128TH INTERSECTION) — DURING LANE CLOSURE ROAD LEFT WORK LANE AHEAD CLOSED 2 SEC 2 SEC B PREPAREi TO STO RENTON AVE S d RENTON AVE S NE LANE ROAD AHEAD i ROAD WORK AHEAD 01 'BE\ VARED 0 STOPi / / / 250'f TAPER / - - 0 r rzn O O U) rn rn OWORK�RAD EAD ONE LANE ROAD BE AHEAD PARED IMP P d / S 0 60' 30' 0 60' 120' SCALE: 1 "=60' LEGEND N CLASS B SIGN LOCATION ® WORK ZONE o--�� TEMPORARY TRAFFIC CONTROL CHANNELIZING DEVICES ® BARRICADE TRAFFIC FLOW FLAGGING STATION PROTECTIVE VEHICLE 1. FLAGGER STATIONS SHALL BE ILLUMINATED DURING HOURS OF DARKNESS. 2. EXTEND DEVICES TAPER ACROSS SHOULDER. 3. SEE SPECIAL PROVISIONS SECTION 1-07.23 AND 1-10. 4. SIGNS SHALL BE 48"X48" BLACK LEGEND (NON—REFL.) ON ORANGE BACKGROUND (REFL.) UNLESS OTHERWISE NOTED. 5. MOTORCYCLE USE EXTREME CAUTION SIGNS SHALL BE INSTALLED WHEN THE FOLLOWING ROADWAY CONDITIONS EXIST: —GROOVED PAVEMENT —ABRUPT LANE EDGE —STEEL PLATES —LOOSE GRAVEL OF EARTH SPECIFIC SIGNS FOR EACH OF THE CONDITIONS NOTED SHALL BE INSTALLED ALONG WITH MOTORCYCLES USE EXTREME CAUTION SIGNS. 6. CHANNELIZING DEVICE SPACING FOR THE DOWNSTREAM TAPER SHALL BE 20' O.C. 7. ALL SIGNS TO BE IN PLACE FOR 3 DAYS OR MORE SHALL BE POST MOUNTED. 8. WORK REQUIRING LANE RESTRICTIONS SHALL BE PERMITTED DURING THE FOLLOWING HOURS: RENTON AVENUE SOUTH EASTBOUND AND WESTBOUND — DOUBLE LANE CLOSURE DOUBLE LANE CLOSURE WITH ONE LANE OPEN TO TRAFFIC IN EACH DIRECTION IN THE 4 LANE CONFIGURATION MOBILE OPERATIONS RENTON AVENUE SOUTH EASTBOUND AND WESTBOUND — TRIPLE LANE CLOSURE — TRIPLE LANE CLOSURE WITH ONE LANE OPEN TO TRAFFIC IN EACH DIRECTION IN THE 5 LANE CONFIGURATION MOBILE OPERATIONS MON 9:OOAM TO 3:30PM SUN 7:30PM TO MON 5:30AM TUES 9:OOAM TO 3:30PM MON 7:30PM TO TUES 5:30AM WED 9:OOAM TO 3:30PM TUES 7:30PM TO WED 5:30AM THURS 9:OOAM TO 3:30PM WED 7:30PM TO THURS 5:30AM FRI 9:OOAM TO 3:30PM THURS 7:30PM TO FRI 5:30AM 9. ACCESS TO PRIVATE AND COMMERCIAL PROPERTIES MUST BE MAINTAINED DURING CONSTRUCTION. 0 1" 2" TWO INCHES AT FULL SCALE. IF NOT, SCALE ACCORDINGLY • DUI 0 Co ^1 0 0 VJ M 000 H N W N co w 0 Oz N Z _ • z N4 W 4 C> z Z z J > Q O U) wz z zN O �3 U 0 M_ aW 6 O O > m � 0 04 w z < Y w o w >O a U Q 0 a a w 0 0 z E o o U N c N ~ c � Ld R U m a z 0 > c O Lu 7 y� d a V) O ro w 0 N0. m U w �� 0 O Y w'a LL y y U d R O z z_ U z Q cn w w z Z z = � � Z J O Q W -iz Z 2 pm W F_ W w 0 ~w L,L � O R., O w z UO Z) z LLw V U j FQ Y z Y O 0 z W SHEET: 66/TC-3 OF: 70 JOB NO.: 17534 DWG: TRAFFIC —CONTROL Y w a z g 0 Q N O N O N \ 00 N 0 J 0 ry z 0 U UI LL Q ry / U E_ L 0 U 0 c 0 0- Q c 0 O O O O rn c U U L U) (D 41 0 U) 0 Z3 c 0 U c 0 c aD L LO z 0 z w ry / RENTON AVE s hO TWO UNIFORMED POLICE OFFICERS �— j ro sraP 9, ONE LANE ROAD AHEAD ROAD �/L, -A WORK �O AHEAD v BE PREPARED TO STOP O� Q THRU TRAFFIC MERGE LEFT KEEP LEFT 7 N .0 r ROAD ��� WORK AHEAD PCMS (RAINIER INTERSECTION) - ONE WEEK AHEAD OF LANE CLOSURE [DATE] PAVING TO PROJECT [DATE] 2 SEC 2 SEC II ROAD WORK AHEAD u PCMS (RAINIER INTERSECTION) - DURING LANE CLOSURE ROAD LEFT WORK LANE AHEAD CLOSED 2 SEC 2 SEC LEGEND N CLASS B SIGN LOCATION 0 0 -0 TEMPORARY TRAFFIC CONTROL CHANNELIZING DEVICES ® BARRICADE TRAFFIC FLOW FLAGGING STATION Ia] PROTECTIVE VEHICLE IVnTFS 1. FLAGGER STATIONS SHALL BE ILLUMINATED DURING HOURS OF DARKNESS. 2. EXTEND DEVICES TAPER ACROSS SHOULDER. 3. SEE SPECIAL PROVISIONS SECTION 1-07.23 AND 1-10. 4. SIGNS SHALL BE 48"X48" BLACK LEGEND (NON-REFL.) ON ORANGE BACKGROUND (REFL.) UNLESS OTHERWISE NOTED. 5. MOTORCYCLE USE EXTREME CAUTION SIGNS SHALL BE INSTALLED WHEN THE FOLLOWING ROADWAY CONDITIONS EXIST: -GROOVED PAVEMENT -ABRUPT LANE EDGE -STEEL PLATES -LOOSE GRAVEL OF EARTH SPECIFIC SIGNS FOR EACH OF THE CONDITIONS NOTED SHALL BE INSTALLED ALONG WITH MOTORCYCLES USE EXTREME CAUTION SIGNS. 6. CHANNELIZING DEVICE SPACING FOR THE DOWNSTREAM TAPER SHALL BE 20' O.C. 7. ALL SIGNS TO BE IN PLACE FOR 3 DAYS OR MORE SHALL BE POST MOUNTED. 8. WORK REQUIRING LANE RESTRICTIONS SHALL BE PERMITTED DURING THE FOLLOWING HOURS: RENTON AVENUE SOUTH EASTBOUND AND WESTBOUND - DOUBLE LANE CLOSURE - DOUBLE LANE CLOSURE WITH ONE LANE OPEN TO TRAFFIC IN EACH DIRECTION IN THE 4 LANE CONFIGURATION - MOBILE OPERATIONS RENTON AVENUE SOUTH EASTBOUND AND WESTBOUND - TRIPLE LANE CLOSURE - TRIPLE LANE CLOSURE WITH ONE LANE OPEN TO TRAFFIC IN EACH DIRECTION IN THE 5 LANE CONFIGURATION - MOBILE OPERATIONS MON 9:OOAM TO 3:30PM SUN 7:30PM TO MON 5:30AM TUES 9:OOAM TO 3:30PM MON 7:30PM TO TUES 5:30AM WED 9:OOAM TO 3:30PM TUES 7:30PM TO WED 5:30AM THURS 9:OOAM TO 3:30PM WED 7:30PM TO THURS 5:30AM FRI 9:OOAM TO 3:30PM THURS 7:30PM TO FRI 5:30AM 9. ACCESS TO PRIVATE AND COMMERCIAL PROPERTIES MUST BE MAINTAINED DURING CONSTRUCTION. 0 1" 2" TWO INCHES AT FULL SCALE IF NOT, SCALE ACCORDINGLY • U o co 00 I� 00 1VJ M"0 H N W N to W o Oz N O = • z 0,*W 4 C7 L=u) rn W z Z >z J Q O w Z U) z Z t2i� O �3 U o to aW V) o o > m o c� Q Lij Q z 3: � Y U W 2 o w 00 w a 0- 0 0 U Q 0 a a a w 0 0 Z NO o o u N c N Of R V m a z 0 > c M 0 in 7LLI a) a �_ O ra) w N m Of U 0.M W y n/ p O Y LL y y U d R 6 z z U 0 LL � W z Z z = � (� Z J O Q w _jz F_ a:) Z = W F � m ~ W LPL � O R., O w Z UO z Z LLw V o j F- Q 0 Q Y Y O 3.0 Z w SHEET: 67/TC-4 OF: 70 JOB NO.: 17534 DWG: TRAFFIC -CONTROL BUFFER DATA LONGITUDINAL BUFFER SPACE = B SPEED (MPH) 25 30 35 40 45 50 55 60 65 70 LENGTH (feet) 155 200 250 305 360 425 495 570 645 730 TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE = R HOST VEHICLE WEIGHT 9,900 TO 22,000 Ibs. HOST VEHICLE WEIGHT > 22,000 Ibs. < 45 MPH 45-55 MPH > 55 MPH < 45 MPH 45-55 MPH > 55 MPH 100, 123' 172' 74' 100, 150' PROTECTIVE VEHICLE (WORK VEHICLE) = R NO SPECIFIED DISTANCE REQUIRED X C 48" W20-4 ROAD WORK AHEAD 48" W20-1 LEGEND FLAGGING STATION H TEMPORARY SIGN LOCATION ® CHANNELIZING DEVICES PROTECTIVE VEHICLE FILE NAME S:1Desi n R P& S14-Standardsl2-Plan Sheet TIME 3:05:14 PM DATE 1/2/2018 PLOTTED BY liddelf DESIGNED BY ENTERED BY CHECKED BY PROJ. ENGR. REGIONAL ADM. X I X 48" \BE PREPARED TO STOP 48" W20-76 W20-76 (OPTIONAL IF 40 MPH OR LESS) X t 0 y>4 W20-7A blished PSL1(TC) Work Zone Traffic REVISION SIGN SPACING = X (1) RURAL ROADS & URBAN ARTERIALS 35/40 MPH 350'± RURAL ROADS, URBAN ARTERIALS, 25 / 30 MPH 200'± (2) RESIDENTIAL & BUSINESS DISTRICTS URBAN STREETS 25 MPH OR LESS 100'± (2) (1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERSECTIONS AND DRIVEWAYS. (2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. LEGEND b TEMPORARY SIGN LOCATION ® CHANNELIZING DEVICES PROTECTIVE VEHICLE DATE SIGN SPACING = X (1) RURAL HIGHWAYS 60 /65 MPH 800'± RURAL ROADS 45 155 MPH 500'± RURAL ROADS & URBAN ARTERIALS 35 /40 MPH 350'± RURAL ROADS, URBAN ARTERIALS, RESIDENTIAL & BUSINESS DISTRICTS 25 / 30 MPH 200'± (2) URBAN STREETS 25 MPH OR LESS 100'± (2) (1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERSECTIONS AND DRIVEWAYS. (2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. 50' TO 100' 6 DEVICE MI 50' To 300' 5070 100' 6 DEVICE R B MIN. 1 13 1 x 48" I • 4 I 3 x 48" W 4 W20-7A zLU U1 I x 48" w 1 ONE LANE zl I Q ROAD 1 AHEAD 1 x 48" I 1 W20-4 I Fz I I W20-71B (OPTIONAL IF 40 MPH OR LESS) 48" BE PREPARED TO STOP 48" AM • \ W20-713 48" W20-7A X I X 48" BE PREPARED W20-7B (OPTIONAL IF 40 MPH OR LESS) TO STOP 48" W20-76 48" ROAD WORK AHEAD 48" W20-1 ONE -LANE, TWO-WAY TRAFFIC CONTROL WITH FLAGGERS NOT TO SCALE One Lane Two Wa Traffic Control with FlaggerslTC-1 dgn /'\\ 48" ROAD WORK AHEAD 48" 48" ONE LANE W20-1 ROAD AHEAD 48" W20-4 X I X CHANNELIZATION DEVICE SPACING FEET MPH TAPER TANGENT 50/65 10 TO 20 80 35/45 10 TO 20 60 25/30 10 TO 20 40 NOTES 1. ALL SIGNS ARE BLACK ON ORANGE. 2. EXTENDING THE CHANNELIZING DEVICE TAPER ACROSS SHOULDER IS RECOMMENDED. 3. NIGHT WORK REQUIRES ADDITIONAL ROADWAY LIGHTING AT FLAGGING STATIONS. SEE THE STANDARD SPECIFICATIONS FOR ADDITIONAL DETAILS. 4. SEE SPECIAL PROVISIONS FOR WORK HOUR RESTRICTIONS. =GION I STATE FED.AID PROJ.NO. _ NO. WAS ., JOB NUMBER Washington State CONTRACT NO. LOCATION NO. Department of Transportation DATE DATE P.E. STAMP BOX P.E. STAMP BOX MINIMUM SHOULDER TAPER LENGTH = L/3 (feet) SHOULDER Posted Speed (mph) WIDTH (feet) 25 30 35 40 45 50 55 60 65 70 8' 40 40 60 90 - - - - - 10' 40 60 90 90 USE A 3 DEVICES TAPER FOR SHOULDERS LESS THEN 8' PLAN REF NO TC1 SHEET OF TRAFFIC CONTROL PLAN SHEETS BUFFER DATA LONGITUDINAL BUFFER SPACE = B SPEED (MPH) 25 30 35 40 45 50 55 60 65 70 LENGTH (feet) 155 200 250 305 360 425 495 570 645 730 TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE = R HOST VEHICLE WEIGHT 9,900 TO 22,000 Ibs. HOST VEHICLE WEIGHT > 22,000 Ibs. < 45 MPH 45-55 MPH > 55 MPH < 45 MPH 45-55 MPH > 55 MPH 100, 123' 172' 74' 100, 150' PROTECTIVE VEHICLE (WORK VEHICLE) = R NO SPECIFIED DISTANCE REQUIRED — — — — — — — — — — — — — — — — — — — — — — — ® 13 13 ® ®}T WORK AREA X X JL L/3 B qg" 4811 ROAD WORK /'.OULDER AHEAD \Z:�48' 48" W20-1 W21-5 DATE 1/212018 WAS PLOTTED BY liddelf DESIGNED BY JOB NUMBER ENTERED BY CHECKED BY CONTRACT NO. PROJ. ENGR. REGIONAL ADM. REVISION DATE BY 20 SHOULDER CLOSURE -LOW SPEED (40 MPH OR LESS) NOT TO SCALE ure - Low Speed (40 MPHI or Less)ITC-5.dgn DATE oX CHANNELIZATION DEVICE SPACING feet MPH TAPER TANGENT 35/40 30 60 25/30 20 40 NOTES 1. DEVICE SPACING FOR THE DOWNSTREAM TAPER SHALL BE 20'(FT). 2. ALL SIGNS ARE BLACK ON ORANGE. Adw MAP Washington State Department of Transportation PLAN REF NO TC5 SHEET OF TRAFFIC CONTROL PLAN SHEETS MINIMUM LANE CLOSURE TAPER LENGTH = L (feet) LANE Posted Speed (mph) WIDTH (feet) 25 30 35 40 45 50 55 60 65 70 10 105 150 205 270 450 500 550 - - - 11 115 165 225 295 495 550 605 660 - 12 125 180 245 320 540 600 660 720 780 E840 MINIMUM SHOULDER TAPER LENGTH = L/3 (feet) SHOULDER Posted Speed (mph) WIDTH (feet) 25 30 35 40 45 50 55 60 65 70 8' 40 40 60 90 120 130 150 160 170 190 10, 40 60 90 90 150 170 190 200 220 240 USE A MINIMUM 3 DEVICES TAPER FOR SHOULDER LESS THEN 8'. SIGN SPACING = X (1) FREEWAYS & EXPRESSWAYS 55 /70 MPH 1500'± RURAL HIGHWAYS 60 /65 MPH 800'± RURAL ROADS 45 / 55 MPH 500'± RURAL ROADS & URBAN ARTERIALS 35 /40 MPH 350'± RURAL ROADS & URBAN ARTERIALS 25 / 30 MPH RESIDENTIAL & BUSINESS DISTRICTS 200'± (2) URBAN STREETS 25 MPH OR LESS 100'± (2) (1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT -GRADE INTERSECTIONS AND DRIVEWAYS. (2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS CHANNELIZATION DEVICE SPACING (feet) MPH TAPER TANGENT 50/70 40 80 35/45 30 60 25/30 20 40 BUFFER DATA LONGITUDINAL BUFFER SPACE = B SPEED (MPH) 25 30 35 40 45 50 55 60 65 70 LENGTH (feet) 155 200 250 305 360 425 495 570 645 730 TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE = R HOST VEHICLE WEIGHT 9,900 TO 22,000 lbs. HOST VEHICLE WEIGHT > 22,000 Ibs. < 45 MPH 45-55 MPH > 55 MPH < 45 MPH 45-55 MPH > 55 MPH 100, 123' 172' 74' 100, 150' PCMS 1 2 RIGHT 1 MILE LANE AHEAD CLOSURE 2.0 SEC 2.0 SEC FIELD LOCATE 1 MILE ± IN ADVANCE OF LANE CLOSURE SIGNING. NOTES 1. SEE SPECIAL PROVISIONS FOR WORK HOUR RESTRICTIONS. 2. EXTEND DEVICE TAPER AT U3 ACROSS SHOULDER. 3. DEVICES SHALL NOT ENCROACH INTO THE ADJACENT LANE. 4. USE TRANSVERSE DEVICES IN CLOSED LANE EVERY 1000'(FT) (RECOMMENDED). 5. DEVICE SPACING FOR THE DOWNSTREAM TAPER SHALL BE 20' (FT). 6. ALL SIGNS ARE BLACK ON ORANGE. FILE NAME S:113esi n R P& S14-Standardsl2-Plan Sheet Libra 102-PSL Work in Pro resslFernl(TC1-TC-17) Buffer Data table replacementlTC-3.d n DATE P.E. STAMP BOX GATE P.E. STAMP Box fro Washington State Department of Transportation Plot 1 PLAN REF NO TIME 8:18:31 AM REGION No. STATE FED.AID PROJ.NO. DATE 113/2018 WAS PLOTTED BY liddelf DESIGNED BY JOB NUMBER SHEET OF SHEETS ENTERED BY CHECKED BY CONTRACTNO, LOCATION NO. PROD. ENGR. TRAFFIC CONTROL PLAN REGIONAL ADM. REVISION DATE BY 0 its 2'r TWO INCHES AT FULL SCALE. IF NOT, SCALE ACCORDINGLY • U O (fl 00 1� 00 ^VJl M ado W N W N W O 0 z N Z Z)• Z N� V/ LLI Z Z LU � Z J Q O U' W Z Z_ = O �3 M Ld V) N � � m 0 N 0 Q LLI > Z Y O Q W CL Q 2 D_ 0 0 U Q 0 D_ Q W Q c 0 Z 0 0 E o =2 c 16 >� N �' m V) ~ Z O N 7 d 'a F- VV)) U LU Id- ° a) S CL Y ' � M O 4) LILI N y m 0 Y t1 N LJ O Z V Z U Z Q LL �O Z Q Z LLI Z = Q CO W = Z a J LL O V r Z 0 U U O C0 W Z W > a z O C.) LL LL Q H z Y Z O F_ Z NW I= SHEET: 68/TC-5 OF: 70 JOB NO.: 17534 DWG: TC_DETAILS Y w 3 Q Z g Q ('4 O cV O CV DO CV O 6 U) J H W 0 U H 0 0 L O U 0) L () U) C t3 Q Q 1= 0) O 0) O O O O C U t7 L 0) L O 0) Z3 t= 0) > t7 0 c 0) yL V 110 r- z O I— Z LU fy BUFFER DATA LONGITUDINAL BUFFER SPACE = B SPEED (MPH) 25 30 35 40 45 50 55 60 65 70 LENGTH (feet) 155 200 250 305 360 425 495 570 645 730 TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE = R HOST VEHICLE WEIGHT 9,900 TO 22,000 Ibs. HOST VEHICLE WEIGHT > 22,000 Ibs. < 45 MPH 45-55 MPH > 55 MPH < 45 MPH 45-55 MPH > 55 MPH 100, 123' 172' 74' 100, 150' PROTECTIVE VEHICLE (WORK VEHICLE) = R NO SPECIFIED DISTANCE REQUIRED SIGN SPACING = X (1) RURAL ROADS 45 / 55 MPH 500'± RURAL ROADS & URBAN ARTERIALS 35 /40 MPH 350'± RURAL ROADS & URBAN ARTERIALS 25 / 30 MPH 200'± (2) RESIDENTAL & BUSINESS DISTRICTS URBAN STREETS 25 MPH OR LESS 100'± (2) (1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT -GRADE INTERSECTIONS AND DRIVEWAYS. (2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. DEVICE SPACING 1/2 L/2 DISTANCE FOR OPPOSING TAPER TRAFFIC DEVICES — — — — — — D ® — — - - - - - - - - ®®� ®- 13 ® -13 ®® - - - - WORK AREA 13130 a a n # X X X L L MIN. LI2 B R in 48" 48" ROAD 48" WORK AHEAD 48 48" 48" 48" W20-1 W4-2(L) RIGHT LANE CLOSED Wi-4(L) AHEAD 48" W20-5R LEGEND a TEMPORARY SIGN LOCATION ® CHANNELIZING DEVICES �(1 SEQUENTIAL ARROW SIGN CM PROTECTIVE VEHICLE PCMS PORTABLE CHANGEABLE MESSAGE SIGN ® TEMPORARY SIGN LOCATION (5' MOUNTING HEIGHT) FILE NAME SADesi n R P& S14-Standardsl2-Plan Sheet TIME 3:15:46 PM DATE 1/2/2018 PLOTTED BY liddelf DESIGNED BY ENTERED BY CHECKED BY PROJ. ENGR. REGIONAL ADM. blished REVISION 48" ROAD WORK AHEAD 48" 24" 48" W20-1 CENTER LANE KEEP CLOSED 30" AHEAD RIGHT 48" 24-7B B/W W20-5C L/2 X X TAPER U U _® ® 13 cy L12 MINIMUM TAPER LENGTH = L (feet) LANE Posted Speed (mph) WIDTH (feet) 25 30 35 40 45 50 55 60 65 70 10 105 150 205 270 450 500 - - - - 11 115 165 225 295 495 550 12 125 180 245 320 540 600 RIGHT LANE CLOSURE WITH SHIFT - 5 LANE ROADWAY NOT TO SCALE Work Zone Traffic Controll(TC-10) Right Lane Closure with Shift - 5 Lane RoadwaylTC-10.dgn _ REGION STATE FED.AID PROJ.NO. NO MINIMUM TAPER LENGTH = L (feet) LANE Posted Speed (mph) WIDTH (feet) 25 30 35 40 45 50 55 50 65 70 10 105 150 205 270 450 500 550 - - - 11 115 165 225 295 495 550 605 660 12 125 180 245 320 540 600 660 720 SIGN SPACING = X (1) RURAL HIGHWAYS 60 /65 MPH 800'± RURAL ROADS 45 / 55 MPH 500'± RURAL ROADS & URBAN ARTERIALS 35 /40 MPH 350'± RURAL ROADS & URBAN ARTERIALS 25 / 30 MPH RESIDENTAL & BUSINESS DISTRICTS 200'± (2) URBAN STREETS 25 MPH OR LESS 100'± (2) (1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT -GRADE INTERSECTIONS AND DRIVEWAYS. (2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. L/2 W1.4(L) 1O OPTIONAL IF 40 MPH OR LESS PCMS #1 1 2 RIGHT 1 MILE LANE AHEAD CLOSURE 2.0 SEC 2.0 SEC FIELD LOCATE IN ADVANCE OF TEMPORARY SIGNS. NOTES CHANNELIZATION DEVICE SPACING (feet) MPH TAPER TANGENT 50 40 80 35/45 30 60 25/30 20 40 PCMS #2 1 2 NNO CENTER LEFT LANE TURNING CLOSED 2.0 SEC 2.0 SEC FIELD LOCATE IN ADVANCE OF TEMPORARY SIGNS. 1. SEE SPECIAL PROVISIONS FOR WORK HOUR RESTRICTIONS. 2. RECOMMEND EXTENDING DEVICE TAPER (L/3) ACROSS SHOULDER. 3. FOR POSTED SPEED LIMITS OF 30 MPH OR LESS, USE SIGN W1-3 IN LIEU OF SIGN W1-4. 4. ALL SIGNS ARE BLACK ON ORANGE UNSLESS OTHERWISE DESIGNATED. WAS CIA JOB NUMBER Washington State CONTRACT NO. LOCATION NO. Department of Transportation GATE DATE DATE BY P.E. STAMP BOX P.E. STAMP BOX 48" ROAD WORK AHEAD 48" ONE LANE W201 I ROAD x J Ij AHEAD 48" W20.4 48" x BE 1O PREPARED TO STOP 48" x 48" W20.7B 48" x W20-7A DEVICE SPACING 1/2 DISTANCE FOR OPPOSING TRAFFIC DEVICES 48" BE OPREPARED TO STOP 48" W20.7B LEGEND FLAGGING STATION a TEMPORARY SIGN LOCATION ® CHANNELIZING DEVICES PROTECTIVE VEHICLE -RECOMMENDED ® TEMPORARY SIGN LOCATION (5' MOUNTING HEIGHT) B CHANNELIZATION DEVICE SPACING feet MPH TAPER TANGENT 50/70 40 80 35/45 30 60 25/30 20 40 48" BE PREPARED O 48" TO STOP 48" •T W20-7B 48" W20-7A X X TRAFFIC CONTROL PLAN PLAN REF NO TC10 SHEET OF SHEETS BUFFER DATA LONGITUDINAL BUFFER SPACE = B SPEED (MPH) 25 30 35 40 45 50 55 60 65 70 LENGTH (feet) 155 200 250 305 360 425 495 570 645 730 TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE = R HOST VEHICLE WEIGHT 9,900 TO 22,000 Ibs. HOST VEHICLE WEIGHT > 22,000 Ibs. < 45 MPH 45-55 MPH > 55 MPH < 45 MPH 45-55 MPH > 55 MPH 100, 123' 172' 74' 100, 150' PROTECTIVE VEHICLE (WORK VEHICLE) = R NO SPECIFIED DISTANCE REQUIRED 48" 48" CENTER LANE ROAD CLOSED WORK AHEAD Ix AHEAD 48" 48" / W20-1 W20-5C r/ L/2 X X N U ® — DEVICE SPACING 1/2 DISTANCE L/2 R FOR OPPOSING TRAFFIC DEVICES 24" x x KEEP 48„ 30" x . RIGHT R4-7B 48" 48" B/W • x BE 48 W20-7A PREPARED O 48" TO STOP 48,E W20-7A x 48" W20-7B ONE LANE ROAD AHEAD J x 4s" 48" ROAD W20-4 WORK AHEAD 48" W20-1 INTERSECTION LANE CLOSURE -THREE LANE ROADWAY NOT TO SCALE DATE 1/312018 PLOTTED BY liddelf WAS DESIGNED BY Joe NUMBER ENTERED BY CHECKED BY CONTRACT NO. PROJ. ENGR. REGIONAL ADM. REVISION DATE BY DATE O% NOTES 1. RECOMMEND EXTENDING DEVICE TAPER (L/3) ACROSS SHOULDER. 2. IF A SIGNAL IS PRESENT, IT SHALL BE SET TO "RED FLASH MODE" OR TURNED OFF DURING FLAGGING OPERATIONS. 3. FOR SPEED LIMIT OF 30 MPH OR LESS USE SIGN W1-3 IN LIEU OF SIGN W1-4. 4. MAINTAIN A MINIMUM OF ONE ACCESS POINT FOR EACH BUSINESS WITHIN WORK AREA LIMITS. 5. ALL SIGNS ARE BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED. -_ Washington State Department of Transportation PLAN REF NO TC14 SHEET OF TRAFFIC CONTROL PLAN SHEETS BUFFER DATA LONGITUDINAL BUFFER SPACE = B SPEED (MPH) 25 30 35 40 45 50 55 60 65 70 LENGTH (feet) 155 200 250 305 360 425 495 570 645 730 TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE = R HOST VEHICLE WEIGHT 9,900 TO 22,000 Ibs. HOST VEHICLE WEIGHT > 22,000 Ibs. < 45 MPH 45-55 MPH > 55 MPH < 45 MPH 45-55 MPH > 55 MPH 100, 123' 172' 74' 100, 150, PROTECTIVE VEHICLE (WORK VEHICLE) = R NO SPECIFIED DISTANCE REQUIRED SIGN SPACING = X (1) RURAL HIGHWAYS 60 / 65 MPH 800'± RURAL ROADS 45 / 55 MPH 500'± RURAL ROADS & URBAN ARTERIALS 35 /40 MPH 350'± RURAL ROADS & URBAN ARTERIALS 25 / 30 MPH RESIDENTAL & BUSINESS DISTRICTS 200'± (2) URBAN STREETS 25 MPH OR LESS 100'± (2) (1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT -GRADE INTERSECTIONS AND DRIVEWAYS. (2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. 24" KEEP 30" RIGHT R4-7B B/W 20R B L/2 13 WORK AREA ¢ M ® ® ® ® 13 '- Ell 13(n a a a CD_ X X X L B L/2 DEVICE SPACING 1/2 DISTANCE FOR OPPOSING TRAFFIC DEVICES 48" 48" ROAD WORK AHEAD 48" 48" W20-1 W4-2R 48" LEGEND LEFT LANE a TEMPORARY SIGN LOCATION CLOSED AHEAD ® CHANNELIZING DEVICES 48" (�D SEQUENTIAL ARROW SIGN W20-5L TRANSPORTABLE ATTENUATOR PCMS PORTABLE CHANGEABLE MESSAGE SIGN ® TEMPORARY SIGN LOCATION (5' MOUNTING HEIGHT) FILE NAME SADesi n R P& S14-Standardsl2-Plan Sheet Libra 101-Published PSL1(TC) Work Zone Traffic TIME 2:34:58 PM DATE 1/2/2018 PLOTTED BY liddelf DESIGNED BY ENTERED BY CHECKED BY PROJ. ENGR. REGIONAL ADM. REVISION DATE MINIMUM TAPER LENGTH = L (feet) LANE Posted Speed (mph) WIDTH (feet) 25 30 35 40 45 50 55 60 65 70 10 105 150 205 270 450 500 550 11 115 165 225 295 495 550 605 660 12 125 180 245 320 540 600 660 720 780 48" ROAD WORK AHEAD 48" W20-1 48" *N 48" W1 4(L) X X C L/3 CHANNELIZATION DEVICE SPACING feet MPH TAPER TANGENT 50/60 40 1 80 35/45 30 1 60 25/30 20 40 PCMS #1 1 2 LEFT 1 MILE LANE AHEAD CLOSURE 2.0 SEC 2.0 SEC FIELD LOCATE IN ADVANCE OF TEMPORARY SIGNS. PCMS #2 1 2 LANE SHIFTS LEFT 1 MILE AHEAD 2.0 SEC 2.0 SEC FIELD LOCATE IN ADVANCE OF TEMPORARY SIGNS. NOTES 1. SEE SPECIAL PROVISIONS FOR WORK HOUR RESTRICTIONS. 2. FOR SPEED LIMIT OF 30 MPH OR LESS, USE SIGN W1-3 IN LIEU OF SIGN W14. LANE SHIFT - THREE LANE ROADWAY 3. RECOMMENDED EXTENDING DEVICE TAPER (L/3) ACROSS SHOULDER. NOT TO SCALE 4. ALL SIGNS ARE BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED. 12) Lane Shift - Three Lane Roadwa 1TC-1 dgn Plot 1 =GION STATE FED.AID PROJ.NO. PLAN REF NO N0. was fro TC12 JOB NUMBER Washington State SHEET CONTRACTNO, LOCATION NO. Department of Transportation OF DATE DATE TRAFFIC CONTROL PLAN SHEETS P.E. STAMP BOX P.E. STAMP BOX 0 1" 2" TWO INCHES AT FULL SCALE. IF NOT, SCALE ACCORDINGLY • U O (0 00 1� O O (LI W) ado N W N W O 0 z _ 2 ill _ I*Z Z N� LU� V/ LLI (r) 00 Z Z LU � Z J Q O C9 � W Z Z_ = O �3 M LLJ I V) N � � 0 M 0 0 Ld Q LLj > Z Y O W W CL Q 2 D_ 0 0 0 Q 0 Q W Q Z 0 0 E o c �� >a N LLj OD (n ~ z O_ N 7 d 'aa) � V)) LNU Id- Q Y =: 'a O y LLJ y Y t1 N LL! O Z V Z U Z a O LL Z O Z= W = z a J W LL O V r Z 0 0 O O �A W Z W > Q z O LL LL a I- z Y0 Z r Z Uj SHEET: 69/TC-6 OF: 70 JOB NO.: 17534 DWG: TC_DETAILS CHANNELIZATION DEVICE SPACING feet MPH TAPER TANGENT 50/70 40 80 35/45 30 60 25/30 20 40 �, .. .. .: .: .. .: .: .. .: .: :.:SM. �. A �. OAD 48" 48" \` R WORK I AHEAD 48" 48" W20-1 48" W4-2(L) 48" W20-7A RIGHT LANE BE CLOSED 1O PREPARED AHEAD TO STOP 48" 48" W20-5R W20-7B LEGEND FLAGGING STATION b TEMPORARY SIGN LOCATION ® CHANNELIZING DEVICES �D SEQUENTIAL ARROW SIGN PROTECTIVE VEHICLE -RECOMMENDED ® TEMPORARY SIGN LOCATION (5' MOUNTING HEIGHT) FILE NAME SADesi n R P& S14-Standardsl2-Plan Sheet TIME 7:28:59 AM DATE 1/3/2018 PLOTTED BY liddelf DESIGNED BY ENTERED BY CHECKED BY PROD. ENGR. REGIONAL ADM. blished REVISION MINIMUM TAPER LENGTH = L (feet) LANE Posted Speed (mph) WIDTH (feet) 25 30 35 40 45 50 55 60 65 70 10 105 150 205 270 450 500 550 r, r W20-1 BUFFER DATA LONGITUDINAL BUFFER SPACE = B SPEED (MPH) 25 30 35 40 45 50 55 60 65 70 LENGTH (feet) 155 200 250 305 360 425 495 570 645 730 TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE = R HOST VEHICLE WEIGHT 9,900 TO 22,000 Ibs. HOST VEHICLE WEIGHT > 22,000 Ibs. < 45 MPH 45-55 MPH > 55 MPH < 45 MPH 45-55 MPH > 55 MPH 100, 123' 172' 74' 100, 150, PROTECTIVE VEHICLE (WORK VEHICLE) = R NO SPECIFIED DISTANCE REQUIRED SIGN SPACING = X (1) RURAL HIGHWAYS 60 /65 MPH 800'± RURAL ROADS 45/55 MPH 500'± RURAL ROADS & URBAN ARTERIALS 35 /40 MPH 350'± RURAL ROADS & URBAN ARTERIALS 25 / 30 MPH RESIDENTAL & BUSINESS DISTRICTS 200'± (2) URBAN STREETS 25 MPH OR LESS 100'± (2) (1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT -GRADE INTERSECTIONS AND DRIVEWAYS. (2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. 1O OPTIONAL IF 40 MPH OR LESS NOTES 1. RECOMMEND EXTENDING DEVICE TAPER (U3) ACROSS SHOULDER. 2 IF A SIGNAL IS PRESENT, IT SHALL BE SET TO "RED FLASH MODE" OR TURNED OFF DURING FLAGGING OPERATIONS. 3. MAINTAIN A MINIMUM OF ONE ACCESS POINT FOR EACH BUSINESS WITHIN WORK AREA LIMITS. 4. ALL SIGNS ARE BLACK ON ORANGE. INTERSECTION LANE CLOSURE - FIVE LANE ROADWAY NOT TO SCALE Work Zone Traffic Controh(TC-15)Intersection Lane Closure - Five Lane oadwaylTC-1S.dgn _ REu^ON I STATE I FED.AID PROJ.NO. DATE CONTRACT NO. t LOCATION NO. MAP Washington State Department of Transportation TRAFFIC CONTROL PLAN PLAN REF NO TC15 SHEET OF SHEETS NO R8-3 INSTALL ON TYPE 2 BARRICADES THROUGHOUT THE WORK AREA 24" x 30" 24 HOURS PRIOR TO IMPLEMENTING TRAFFIC CONTROL. PARKING R/W PRIOR NOTIFICATION OF LOCAL LAW ENFORCEMENT REQUIRED. SIDEWALK DIVERSION SIDEWALK DETOUR B/W _ NOTES 1. CONTROLS SHOWN ARE FOR PEDESTRIAN TRAFFIC ONLY. 2. A 60" (IN) PATH WIDTH SHOULD BE MAINTAINED (48" (IN) IS THE MINIMUM). 3. CONTACT AND COORDINATE IMPACTED TRANSIT AGENCIESPRIOR TO IMPLEMENTING ANY CLOSURES. 4. SEE SHEET TC-52 FOR TEMPORARY PEDESTRIAN RAMP DETAILS. 5. ADA PEDESTRIAN FACILITIES MUST BE MAINTAINED. SEE STANDARD SPECIFICATION 1-10.2(1)B. 6. TEMPORARY PEDESTRIAN PUSH BUTTONS SHALL BE PLACED ON THE DIVERTED PATH WHEN EXISTING BUTTONS ARE NOT ACCESSIBLE TO PEDESTRIANS. LEGEND N TEMPORARY SIGN LOCATION ® CHANNELIZING DEVICES INTERSECTION PEDESTRIAN TRAFFIC CONTROL ® PEDESTRIAN CHANNELIZING DEVICES TEMPORARY PEDESTRIAN RAMP FOR SIDEWALKS NOT TO SCALE FILE NAME S:0esi n R P& SWStandardsQ-Plan Sheet Library101-Published PSL1(TC) Work Zone Traffic Controll(TC-16) Intersection Pedestrian Traffic Control\ C-16.dgn DATE P.E. STAMP BOX DATE P.E. STAMP BOX Washington State Department of Transportation Plot 1 TIME 9:58:28 AM RE'GIION STATE FED.AID PROJ.NO. PLAN REF NO TC16 DATE 1/2/2018 WASH PLOTTED BY liddelf DESIGNED BY JOB NUMBER SHEET OF SHEETS ENTERED BY CHECKED BY CONTRACT NO. LOCATION NO PROJ. ENGR. PEDESTRIAN CONTROL AND PROTECTION REGIONAL ADM. REVISION DATE BY 0 1 to 2'r TWO INCHES AT FULL SCALE IF NOT, SCALE ACCORDINGLY • U O t0 00 1� O O ^vJl M OD UJ N W fn aW o O z N Z _ • Z N W 4 � V/ � 00 Z Z w > Z J Q O U w Z 5 Z Z IS3 c=n � U O M_ Laav to C14O O > m � 0 H C� a z 0 o Y U W LLI > O � W U Q Q W Q c 0 Z 0O 2 U cV co W c �' ~ Ld R U m a Z 0 > r- M O to 7LLI a) d >�_ 0 w LJ 0 -E N m U W '� y n/ p O Y LL y y U d m O 1Z V Z CU z Q O IL c� Z Q F_ Z W Z = Q � (� w = z a J LL O V z O U U O w Z w > Q z O LL H z Y Z O F_ Z w w SHEET: 70/TC-7 OF: 70 20 JOB NO.: 17534 DWG: TC_DETAILS