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Home My WebLink AboutContract - Vol 2 of 20611 ff I CA WA k7w GENERAL BID INFORMATION: B-UILDERS EXCHANGE OF' WASHINGTON, CITY CONTACT: MICHELLE FALTAOUS CONSULTANT COI' TACT- TANI STAFFORD, PE Anhh W; AWAf_ O: F- VICINITY MAP NOT TO SCALE INC. (425" 2581303 SUBMITTED BY: (425) 430-7301 (206) 284-0860 $1,585,247.60i March 11J. 2019 R. W. Scott Construction., Co. 4005 West Valley Hwy #A Auburn, WA 98001 ...... ......... 77 C-111I -1 -1 CO,,1"SULTING ENGINEERS i%�.C��,, OF 1� C i Y f /--3 zt 47 �I��NTON DATE APP, VED FOR � /ii sv.�.�.:v✓-. ;! i�'ce' CONSTRUCTION � n n �/�/� �(/� O V iY bty 0 F R N DATE 7Z Public Works 'Department Transportation Systems Division LAJ OL 00 cx� 0 c� cv U) v 6 z. Ld 0 a� 0 �w a� T) 0 C 0) Q �n Q) _a c� 0 Ln I- r'r z Ld p ABBREVIATIONS AVE AVENUE AC ASBESTOS CEMENT PIPE ADJ ADJUST ALT ALTERNATE ALUM ALUMINUM ANSI AMERICAN NATIONAL STANDARDS INSTITUTE AP ANGLE POINT ASPH ASPHALT ASTM AMERICAN SOCIETY OF TESTING AND MATERIALS ASSY ASSEMBLY BF BLIND FLANGE BLDG BUILDING BLK BLOCK BO BLOW OFF BOP BEGINNING OF PROJECT BVCE BEGIN VERTICAL CURVE ELEVATION BVCS BEGIN VERTICAL CURVE STATION CTR CENTER CAP CORRUGATED ALUMINUM PIPE CB CATCH BASIN CI CAST IRON q_ CENTER LINE CLR CLEARANCE CMP CORRUGATED METAL PIPE CO CLEANOUT CONC CONCRETE C CONDUIT CONN CONNECTION CONT CONTINUOUS COR CITY OF RENTON CPEP CORRUGATED POLYETHYLENE PIPE CPLG COUPLING CY CUBIC YARD CONT CONTINUED CL CLASS CF CUBIC FEET CFS CUBIC FEET PER SECOND DC DEGREE OF CURVATURE DI DUCTILE IRON DIA DIAMETER DOT DEPARTMENT OF TRANSPORTATION DIM DIMENSION DWGS DRAWING(S) D DRAIN E EAST EA EACH EL ELEVATION ELEC ELECTRICAL EOA EDGE OF ASPHALT EQP END OF PROJECT EVCE END VERTICAL CURVE ELEVATION EVCS END VERTICAL CURVE STATION EXIST EXISTING FIG FIGURE FIN FINISHED FL FLANGE FT FEET GA GAUGE GALV GALVANIZED GI GALVANIZED IRON GV GATE VALVE HDPE HIGH DENSITY POLYETHYLENE PIPE ID INSIDE DIAMETER IE INVERT ELEVATION INV INVERT IN INCH L LENGTH LB POUND LF LINEAR FEET MAX MAXIMUM MFR MANUFACTURER MH MANHOLE MIN MINIMUM MJ MECHANICAL JOINT MISC MISCELLANEOUS N NORTH NO NUMBER NTS NOT TO SCALE OC ON CENTER OD OUTSIDE DIAMETER OPL OLYMPIC PIPE LINE PI POINT OF INTERSECTION PP POWER POLE PVI POINT OF VERTICAL INTERSECTION PE PLAIN END PERF PERFORATED PVC POLYVINYL CHLORIDE PVMT PAVEMENT PVT POINT OF VERTICAL TANGENT PC POINT OF CURVATURE PT POINT OF TANGENCY QTY QUANTITY RET RETAINING RR RAILROAD R RADIUS RED REDUCER REINF REINFORCE REQD REQUIRED R/W RIGHT--OF—WAY R—O—W RIGHT—OF—WAY SL SLOPE S SOUTH SCH SCHEDULE SF SQUARE FEET SHT SHEET SPECS SPECIFICATIONS SQ SQUARE STA STATION STD STAN DAR D TB THRUST BLOCK TC TOP OF CURB TEL TELEPHONE TESC TEMPORARY EROSION AND SEDIMENT CONTROL THRD THREADED THRU THROUGH TYP TYPICAL VERT VERTICAL W WEST WSDOT WASHINGTON STATE DEPARTMENT OF TRANSPORTATION W/ WITH W/0 WITHOUT LINETYPES .EXION.Q PROPOSED DESCRIPTION .SUE A�,.CE ELATURES _. ._ _...._. - __ 1 0... _ ASPHALT CURB CURB & GUTTER ASPHALT PAVEMENT ` GRAVEL SURFACING CONCRETE SURFACING CEMENT CONC. SIDEWALK SIDEWALK BY OTHERS GUARD RAIL FENCE/RAILING (TYPE AS NOTED) FENCE WITH GATE SHRUB/TREE/VEGETATION LINE EDGE OF LANDSCAPING --- * -----�- * SILT FENCE RIGHT—OF—WAY LINE PROPOSED R—O--W (BY OTHERS) CENTERLINE OF CONSTRUCTION/ CENTERLINE OF RIGHT—OF—WAY PROPERTY LINE PERMANENT EASEMENT LINE TEMPORARY CONSTRUCTION EASEMENT CONTOUR LINE SAWCUT LINE (APPROXIMATE LOCATION) CH _ _ .___._. __-- OVERHEAD UTILITIES -- - - -- - I'S TS BURIED TRAFFIC SIGNAL CABLE —--�------- E BURIED ELECTRICAL ---W M--T BURIED TELEPHONE/COMMUNICATIONS Coif BURIED COMMUNICATIONS -pv __... ............._.__._.._....M_ BURIED CABLE TELEVISION F C BURIED FIBER—OPTIC LINE JOINT TRENCH _w .,u.. GAS MAIN (SIZE AS NOTED) w..M....� _ ...w._...._._. , ._------ W WATER MAIN (SIZE AS NOTED) ; SANITARY SEWER MAIN (SIZE AS NOTED) SANITARY SEWER FORCE MAIN ...�.�....- - -.-. FM (SIZE AS NOTED) _..__.__ _ __..._ .-.-.--.-- D --- D ----- STORM DRAIN (SIZE AS NOTED) UNDERDRAIN (SIZE AS NOTED) �---__- - ---- Won CULVERT (SIZE & TYPE AS NOTED) ......_._. - _.. __._._ DITCH CENTERLINE/THALWEG ORDER OF WORK 1. ATTEND PRECONSTRUCTION MEETING 2. PROVIDE PUBLIC NOTICE TO ABUTTING PROPERTY OWNERS, SCHOOL DISTRICT, KING COUNTY METRO. 3. PROVIDE SUBMITTALS. 4. CALL FOR LOCATES. 5. TAKE PRECONSTRUCTION PHOTOS. 6. INSTALL TEMPORARY EROSION CONTROL. 7. INSTALL UNDERGROUND UTILITIES (STORM, WATER, ELECTRICAL CONDUIT) AND FOUNDATIONS. 8. CONSTRUCT CURB RAMPS AND CEMENT CONCRETE FLATWORK. 9. HMA WORK SHALL BE COMPLETED WITHIN 2 DAYS OF HMA PLANING. 10. COMPLETE REMAINDER OF THE WORK. WATER SYMBOLS SANITARY/STORM SEWER SYMBOLS SURFACE FEATURES/LANDSCAPING .E,XIS,TINQ PROPOSED EB DE.SQSIPTIO WATER METER .EX15TING .PROPOSED .QES!QRIPTIQhJ STORM DRAIN MANHOLE/TYPE 2 EXISTING PROPOSED DESCRIPTION CATCH BASIN 506 aUs BUS STOP �. WELL STORM DRAIN CATCH BASIN, CONCRETE C3 MAIL BOX (NOTED) WATER VAULT (SIZE VARIES) INLET, OR YARD/AREA DRAIN (ACTUAL DIMENSION SHOWN FOR PROPOSED) SIGN WATER MANHOLE ;,. TREE STUMP �-- 4- SANITARY SEWER MANHOLE FIRE HYDRANT (3—NOZZLE) CLEAN OUT (SAN. SEWER OR STORM) RIP RAP N GATE VALVE ROCK WALL GAS/POWER/TELEPHONE SYMBOLS CHANNELIZATION SYMBOLS li==1 MODULAR BLOCK WALL EXISTINQ EROPOSED DESCRIPTION �.lL� 1'R4I'4SED G►ESC IPTION C :��::..�:�.�� SEGMENTAL BLOCK WALL GAS METER LANE CON.IEQL R SHRUB GAS VALVE TREE (CONIFER) � PAD MOUNT TRANSFORMER � ;�-� � '' TWO—WAY LEFT TURN TREE (DECIDUOUS) POWER VAULT (SIZE VARIES) el LEFT TURN ARROW ..�, UTILITY POLE -- UTILITY POLE ANCHOR �'�'' _� RIGHT TURN ARROW SHEET INDEX UTILITY PEDESTAL E I TELEPHONE VAULT (SIZE VARIES) SHEET NO. DESCRIPTION SHEET NO. DESCRIPTION SHEET NO. DESCRIPTION COVER --- 26/RD-12 ROADWAY DETAILS 64/TC-1 TRAFFIC CONTROL PLAN SURVEY SYMBOLS 1/G-1 AND SYMBOLSLEGEND EVIATIONS, LINE TYPES 27/RP-1 RAMP DETAILS 65/TC-2 TRAFFIC CONTROL PLAN PI3OSED 2/G-2 SURVEY CONTROL 28/RP-2 RAMP DETAILS 66/TC-3 TRAFFIC CONTROL PLAN .t?E��:,f3lPILQJy 3 G--3 / T T CONTROL LIST & ALIGNMENT ABLE 29/RP-3 RAMP DETAILS 67/TC--4 TRAFFIC CONTROL PLAN A CONTROL POINT 4/TE--1 SITE PREPARATION —TESL PLAN 30/RP--4 RAMP DETAILS 68/TC--5 TRAFFIC CONTROL PLAN & MONUMENT (IN CASE) 5/TE-2 SITE PREPARATION—TESC PLAN 31 /RD-5 RAMP DETAILS 69/TC-6 TRAFFIC CONTROL PLAN 0 MONUMENT (SURFACE) 6/TE-3 SITE PREPARATION—TESC PLAN 32/RP-6 RAMP DETAILS 70/TC--7 TRAFFIC CONTROL PLAN 7/TE--4 SITE PREPARATION -TESC PLAN 33/CH--� 1 CHANNELIZATION PLAN + BENCH MARK 8/TE-5 SITE PREPARATION—TESC PLAN 34/CH--2 CHANNELIZATION PLAN O BOUNDARY/PROPERTY CORNER 9/TE-6 TESC DETAILS 35/CH-3 CHANNELIZATION PLAN O IRON PIPE 10/WP-1 WATER PLAN 36/CH-4 CHANNELIZATION PLAN SOIL BORING/TEST PIT 11 /WD-1 WATER DETAILS 37/CH---5 CHANNELIZATION PLAN 12/WD-2 WATER DETAILS 38/CH-6 CHANNELIZATION DETAILS SIGNAL SYMBOLS i 3/WD-3 WATER DETAILS 39/CH-7 CHANNELIZATION DETAILS 14/WD--4 WATER DETAILS CH-8 40 /DETAILS CHANNELIZATION D I EXISTING 'EOPQSED DESCRIPTION 15/RD-1 PAVING PLAN 41 /CH--9 CHANNELIZATION DETAILS SIGNAL POLE 16/RD-2 PAVING PLAN 42/CH-10 CHANNELIZATION DETAILS ��--- PEDESTRIAN CROSSING BEACON 17/RD-3 PAVING PLAN 43/CH-11 CHANNELIZATION DETAILS 18/RD-4 PAVING PLAN 47/SIG-3 SIGNAL MODIFICATION DETAILS SIGNAL LOOP 19/RD-5 PAVING PLAN 48/SIG-4 SIGNAL MODIFICATION DETAILS SIGNAL CABINET 20/RD-6 TYPICAL STREET CROSS SECTION 49/SIG--5 SIGNAL MODIFICATTON DETAILS AND DETAILS SIGNAL JUNCTION BOX 21 /RD-7 DRIVEWAY PROFILES 50/SIG--6 SIGNAL MODIFICATION DETAILS 22/RD--8 ROADWAY DETAILS 51 /SIG-7 SIGNAL MODIFICATION DETAILS 23/RD-9 ROADWAY DETAILS 52/SIG-8 SIGNAL MODIFICATION DETAILS 24/RD-10 ROADWAY DETAILS 53/SIG-9 SIGNAL MODIFICATION DETAILS GENERAL NOTES: 25/RD--11 ROADWAY DETAILS 54/SIG-10 SIGNAL MODIFICATION DETAILS 55/SIG-11 SIGNAL MODIFICATION DETAILS 1. ALL MATERIALS AND WORKMANSHIP SHALL BE FURNISHED AND SUPPLIED IN ACCORDANCE WITH THE 2018 56/SIG--12 SIGNAL MODIFICATION DETAILS WASHINGTON STATE DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION AND CITY OF RENTON PUBLIC WORKS STANDARDS, AND THESE CONTRACT DOCUMENTS 57/SIG-13 SIGNAL MODIFICATION DETAILS UNLESS OTHERWISE SPECIFICALLY NOTED. 58/SIG-14 SIGNAL MODIFICATION DETAILS 2. THE CONTRACTOR SHALL BE RESPONSIBLE TO CONTACT AND COORDINATE WITH ALL UTILITY COMPANIES IN 59/SIG-15 SIGNAL MODIFICATION DETAILS ORDER TO ASSURE THAT ALL LINES, PIPES, POLES AND OTHER APPURTENANCES ARE PROPERLY LOCATED, SECURED, AND/OR PROTECTED. BURIED UTILITIES (WHERE KNOWN) ARE SHOWN IN THEIR APPROXIMATE 60/SIG--16 SIGNAL MODIFICATION DETAILS LOCATION. THE CONTRACTOR SHALL HAVE UTILITIES VERIFIED ON THE GROUND PRIOR TO ANY CONSTRUCTION. 61 /SIG-17 SIGNAL MODIFICATION DETAILS NOTIFY THE UNDERGROUND UTILITIES LOCATE CENTER: CALL #811. 3. THE CONTRACTOR SHALL BE RESPONSIBLE TO CONTACT AND COORDINATE WITH OLYMPIC PIPE LINE (OPL) 62/SIG-18 SIGNAL MODIFICATION DETAILS DAMAGE PREVENTION SPECIALIST, SPENCER ROGERSON (206) 510-9303. REFERENCE PROJECT # TPR 10575. 63/SIG-19 SIGNAL MODIFICATION DETAILS AN ORIENTATION MEETING IS REQUIRED PRIOR TO EXCAVATING WITHIN 100 FEET OF OPL FACILITIES AND OPL DAMAGE PREVENTION SPECIALIST IS REQUIRED TO BE ONSITE WHEN EXCAVATING WITHIN 25 FEET OF OPL FACILITIES. 4. THE CONTRACTOR SHALL HAVE A COPY OF THESE PLANS, ANY ADDENDA, CHANGE ORDERS AND THE CONTRACT SPECIFICATIONS ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 5. THE CONTRACTOR SHALL PROMPTLY NOTIFY THE ENGINEER IN THE EVENT OR DISCOVERY OF UNSUITABLE SOILS OR HIGH GROUND WATER CONDITIONS OR DISCREPANCIES FROM THE PLANS. MA FOR BID 6. WHEREVER PLANS REFER TO "SAWCUT" OF ASPHALT CONCRETE PAVEMENT OR OIL MAT, OR CONCRETE ` SURFACE, THE CONTRACTOR SHALL PERFORM A "NEAT LINE CUT" PER SPECIFICATIONS. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TRAFFIC CONTROL IN ACCORDANCE WITH MUTCD. PRIOR CITY OF kNTOK DATE TO DISRUPTION OF ANY TRAFFIC, TRAFFIC CONTROL PLANS SHALL BE PREPARED AND SUBMITTED TO THE TOWN FOR APPROVAL. NO WORK SHALL COMMENCE UNTIL ALL APPROVED TRAFFIC CONTROL IS IN PLACE. 8. PROTECTION OE THEE_ENYIRS7NbdENT: NO CONSTRUCTION RELATED ACTIVITY SHALL CONTRIBUTE TO THE DEGRADATION OF THE ENVIRONMENT, ALLOW MATERIAL TO ENTER SURFACE OR GROUND WATERS, OR ALLOW APPP D FOR CONSRUCTION PARTICULATE EMISSIONS TO THE ATMOSPHERE, WHICH EXCEED STATE OR FEDERAL STANDARDS. ANY ACTIONS THAT POTENTIALLY ALLOW A DISCHARGE TO STATE WATERS MUST HAVE PRIOR APPROVAL OF THE WASHINGTON .�' STATE DEPARTMENT OF ECOLOGY. CITY OF RENTON DATE 9. SLOPES SHALL COMPLY WITH SECTIONS R303.2.1 OR R303.2.2 OR R303.2.3 OF THE REVISED DRAFT GUIDELINES FOR ACCESSIBLE PUBLIC RIGHT--OF--WAY OF NOVEMBER 23, 2005 (PROWAG). 0 1 " 2" 10. ALL WORK MUST STAY WITHIN THE RIGHT—OF—WAY AND CONSTRUCTION LIMITS SHALL NOT EXCEED BEYOND THE RIGHT —OF --WAY. NO DISTURBANCE OUTSIDE OF THE RIGHT—OF—WAY EXCEPT FOR DRIVEWAY SMOOTHING/PAVING TWO INCHES AT FULL SCALE. ACTIVITIES. IF NOT, SCALE ACCORDINGLY w o � o ~ N a. W W > Z iw U 0 < Q e� 0 V) Z EZ P: �x 0 z V 0 L�l. w Z = z_ OC z o 0 m M2 W �t u) p w© 0 w mcf) zC3 Qw .� D 0 W y°-- w I— � � d to z Z w Y O z w SHEET: 1 /G-1 OF: 70 JOB NO.: 17534 DWG: LEGEND 00 r: 0 z Lij CJ FL 0 0 0 0 4-1 Lr) 0 Lu Or E x `0 7,61 X�..._......�_...�......_..._ .�._ ........ +00/ "Ora fiW". .0 ! , .w gk4 'M 104+00 Bx� 4vxf X X RENTON AVE S STA 10+00.00 S 130TH ST STA 104+00.00 0 14+00, 15+00 16+00 17+00 1,8+00 19+00 3 1 . ---I- 74' --A W 7 *ao OWN— ..Nxmlw. `, Sao 24 00 RENTO "MN AVE SIN 28+0 0 111111 iiiiiiiiiiiijilill 1111 liallooll I I, '—,'''IMININIIIIIIIIIjill I ,3 + 0+00 31+00, 32+00 No T e 1* 20+00 oxo P I- fq c goolooll �„ -'""• w�,� �, .��--''yam'". +Q gglil� o TO \,4, SW V1C RIA Sor 33+QO goommoo —mg, ell 0 21 f90 22+00 23- C4 loggo goom I!, Lu RENTON AVE S STA 19+60.92 z S 132ND ST STA 201+85.24 L) 90TH AVE-§- MEN D FOR BID kNIf'ON *If7 OF TATE APPROVED FOR CONS RUCTION CIfY OF RENTON DATE 0 wt 80, 160' MOMW SCALE: 1 "=W 0 2 TWO INCHES AT FULL SCALE. IF NOT, SCALE ACCORDINGLY (1) V) 0 Ld W V) ILLI > LLJ 0 0- z 0 U) 6 Z I �!Iwhv 0 z gloom z 0 U. z 0 z My 0 I.- 3 w W 0 z w X 0 w 1-go z 0 u LL cl) w 0 z 0 w Z w > D CO) > z S2 Z 0 Z w w SHEET: 2/G-2 OF: 70 JOB NO.: 17534 DWG: SURVEY —CONTROL 1 uj C) z co r- K,7 c) 0 0 (D C_ t.) C7 c� Q) 0 c� v Ln z 0 F- z Lli r� 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 UNE 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 0 E SIDE DRWY TO OLD GARDEN LOT 0 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, 0 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 0 INTX RENTON AVE S & SW VICTORIA ST. 109 179271.35 1297800.48 91.94 SFM, CENTER LINE SW VICTORIA ST - 180' W OF 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+93.11 ' 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' 1621.87' 1044!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' 1909.37' 1 036"22'29" PT/EOA 41 +00.00' 179 608.9 6' 129 759 5.47' SOUTH 130TH ST CONSTRUCTION CENTERLINE ALIGNMENT TABLE ANGLE POINT STATION NORTHING EASTING DISTANCE BEARING RADIUS LENGTH I DELTA BOA EOA 100+00.00' 106+00.00' 180580.57' 180554.41' 1294604.26' 1295203.69' 600.00' S87' 30' 05"E SOUTH 132ND ST CONSTRUCTION CENTERLINE ALIGNMENT TABLE ANGLE POINT STATION NORTHING I 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' 1295689.640 100.00' S89' 02' 20"E EOA 203+00.00' 179875.17' 1295789.62' D FOR BID a OF W AP'ROVED FOR CONSTRUCTION OF RENTON DATE 0 1" 2" TWO INCHES AT FULL SCALE. IF NOT, SCALE ACCORDINGLY 00 J o � tV W a o �- w a a. w z 0 V) ac 6 z 140 ti •, 0 z V O LL -i z 0 Z W Z = Q M 0) w 0 � z w z 0 LL 0 0 (1) w w 06 �- J -� z 0 o L) Z W DC FSET: 3/G-3 OF: 70 JOB NO.: 17534 DWG: SURVEY -CONTROL w U Q V) Q 0 0 Q L Q O O Nt o� w i U c- 0 a� 0) 0 c- n c CP 0 O 0 0 c U ry c- 0 crn Q c 0 c a� L0 r i 0 F-- z w \ RENTON AVE S W------t- W W V( v W --- ---- T 8-�007, 5 (TYP.) 10 (Ty /7/r/7// JESSICA/AND DONOVAN I ---- SYDOW � #214480-0206 U / OX SITE PREPARATION & TESC CONSTRUCTION NOTES 1. FURNISH AND INSTALL INLET PROTECTION INSERTS IN QEXISTING CATCH BASINS AND NEW DRAINAGE � STRUCTURES AS THEY ARE INSTALLED. C 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 vvvvvvv CONCRETE REMOVAL LIMITS vvvvvv vvvvvvv CLEARING LIMITS APPROVED FOR BID CITY OF RENTON DATE APM FOR CONSTRUCTION I OF IV RENTON DATE 20' 10' 0 20' 40' 0 in 2" SCALE: 1 "=20' TWO INCHES AT FULL SCALE. IF NOT, SCALE ACCORDINGLY rn V) V) r- �g wN m Of `L w Y >O Z w a w O U Q _ ate. 0- w r- � r- Q o �- 0 �N Z w ') fi; 20 Z 0 w 05 Qw Qo z Fo r`a + w Z ` tw� a � E- tc) ti 0 Z 5 z Q LL 0 z a Z Z = (n n. CL 0 U) w U ~ 3 W cl) W Z = H w � O O U. cl) oac O w Q Z Z >- W Z 0 w a 0 Q Y Z O H— Z w SHEET: 4/TE-1 OF: 70 JOB NO.: 17534 DWG: TESC ►: N w U z I z 0 ry 0 Q 0 Q N O 5d 0 110 W F- U a� W c 0 U) 0 c- c cn a� 0 0 0 0 i 0n c �U 0 v s V) c Q 0 c a� ry ro 0 F- z W W O 00 a W w C to a H 0 W Z J V F— a M W I— to 1— w w W W 0 0 + O N a F- cn W Z J oc F- a ._ OX SITE PREPARATION & TESC CONSTRUCTION NOTES 1. FURNISH AND INSTALL INLET PROTECTION INSERTS IN QEXISTING 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") 14 vvvvvvv vvvvvv vvvvvvv CONCRETE REMOVAL LIMITS vvvvvv vvvvvvv CLEARING LIMITS APPROVED FOR BID CITY OF RENTON DATE APP"m FOR CONSTRUCTION CITY OF RENTON DATE 20' 10' 0 20' 40' SCALE: 1 "=20' 0 1 " 2" TWO INCHES AT FULL SCALE. IF NOT, SCALE ACCORDINGLY rn V) U 0 m o 04 w is . W > z Y O Q W � U Q = o Q a, W v � Q o z 0 •N V) z o � oz wW V) ow Q� 6 z G� c� h c�� w co �e o ti 0 Z V z a Zr 0 = U. to z a Z w 2 U LIJ �; W � O O LL O v z e 0 cn w Z W a a w z Y Z 0 Fn- z w OC SHEET: 5/TE-2 OF: 70 JOB NO.: 17534 DWG: TESC c.� V) w 4-1 / Q U) c 0 n a) c 0 a� 0 0 c It U) {ll ch L ry 0 SITE PREPARATION & TESC CONSTRUCTION NOTES 1. FURNISH AND INSTALL INLET PROTECTION INSERTS IN QEXISTING � CATCH BASINS AND NEW DRAINAGE STRUCTURES AS THEY ARE INSTALLED. C H AND INSTALL HIGH VISIBILITY SILT FENCE PER :EDET:AIL, 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. i Fr,i=Nn * HIGH VISIBILITY SILT FENCE CB 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 APPROVED FOR BID CITY OF RENTON DATE APPR0 D FOR CONSTRUCTION 9 7 C TY OF RENTON DATE 20' 10' 0 209 40' 0 1 " 2momop SCALE: 1 "=20' TWO INCHES AT FULL SCALE. IF NOT, SCALE ACCORDINGLY �w �Oz rn of J � o m 0 �- N w o w > Z Y o _ Q 0 0 0 Q = 0 Of Q o, w � o •-- o U C-4 Z w >�> t�.l m-0 of Z 0 wW ow Qcr_ r o z 0 z V z Q 0 w Z Z :3J z = U) o- 0 a W 0 W z = E7 W o 0 F- LL 0 WCL a Z W Z o .,.., W a Z z cn Y 0 H z W OC SHEET: 6/TE-3 OF: 70 JOB NO.: 17534 DWG: TESC N W c.� 4 I d 0 ry 0 0 Q 0 0) 0 0 0 0 0 otf 0 4- L O c- C O C �r- Ln z 0 w 0 SITE PREPARATION & TESC CONSTRUCTION NOTES 1. FURNISH AND INSTALL INLET PROTECTION INSERTS IN 1 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/ � - n DRIVEWAY. A 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 n CONSTRUCTION. SEE GENERAL NOTE 2 SHEET 1/G-1. T1 p 8. REMOVE AND WASTEHAUL ASPHALT PAVEMENT. TI 9. PROTECT EXISTING CURB, SIDEWALK, FENCE, TRAFFIC 0 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 vvvvvvv CONCRETE REMOVAL LIMITS vvvvvv vvvvvvv CLEARING LIMITS APPROVED FOR BID CITY OF RENTON DATE APPROVED FOR CONSTRUCTION IN OF RE TON DATE 20' 10' 0 20' 40' SCALE: 1 "=20' 0 1" 2" TWO INCHES AT FULL SCALE. IF NOT, SCALE ACCORDINGLY rn U) o m N w Z o w Y w w > 0 Q- U Q _ ICL a- Q Cy) w � 0 z �- 0 �N z >(n C� m 0 Z) z 0 zw wU) 05 ow Q tr 6 z s O �rV re i cn �� "� o V-� vot Off'' 'I, o 0 z V z a LL z a z � Z ruj a Z = w � °C o 0 LL yr 0 w .� z Z W Z � _ 0 a. V `w LLI 0 a F- z Z W Y I— z w OC SHEET: 7/TE-4 OF: 70 JOB NO.: 17534 DWG: TESC R 501 0 cam. Nt cn a� c 0 i W U) 0 a c U) cv c� 0 0 c V, N c Q C 0 4-., Ln i c F---- z LLJ !1 W I-- W w C� W W O O M Ga w z i -i C.) 1— a 41 +00 low C co —q1 � G o G m G m \ G r' > U) z� (.0 VY 0 SITE PREPARATION & TESC CONSTRUCTION NOTES 1. FURNISH AND INSTALL INLET PROTECTION INSERTS IN AEXISTING 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 v v 77 v 77 CONCRETE REMOVAL LIMITS vvvvvv vvvvvvv CLEARING LIMITS APPROVED FOR BID CITY OF RENTON DATE APP D FOR CONSTRUCTION � ,A I OF RENTON DATE / 20' 10' 0 20' 40' \ s \ SCALE: 1 "=20' 0 1" 2" TWO INCHES AT FULL SCALE. IF NOT, SCALE ACCORDINGLY 0) W O m 0 E— N Q w c� LLJ Z Y p w w 0- U Q LL L i� Q Lo N ` � w z J f— J in Qom ��O •- z O o U) + o N z ro z Q �z Z F- cn LLJ c w w n a 0 n5; < < cr— N ,— 6 Z 0 z C.� Z a z 0 = w = t/) Z J n. h- z = co H W � 0 o LL 0 v z e 0 U W z W a a CL w oL CL �_ Z Y z 0 U) z W OC SHEET: 8/TE-5 OF: 70 JOB NO.: 17534 DWG: TESC Z Llt W w ca m r co I N LLi U Q c; I Q 0 ry 0 �aC Q 0 I— Ld of t) LLJ a� U) 0 (V c C_ 0— C CT 46 0 0 0 c= C U C U) a Qs Q C 0 C Q3 IY dt L z z w ►� POST SEE STD. SPEC. 8-01,3(9)A FASTEN GEOTEXTILE TO POST EVERY 6" (IN.) O.C. GEOTEXTILE 4 BACKFILLED & COMPACTED NATIVE SOIL SELF-LOCKING TIE -NYLON 6/6 (MIN. GRADE). ��'o� 120# MIN, TENSILE STRENGTH; UV STABILIZED C-, FL OV1j 1 i BURY GEOTEXTILE IN TRENCH ; ati 2 Q�0 y � r e, A - r `V - r , A � � rr�i r n, 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. / SEE NOTE 1 r�rri rr r ri r r O . r �00 NOTE � DURING EXCAVATION, MINIMIZE DISTURBING THE GROUND4��` AROUND TRENCH AS MUCH AS IS FEASIBLE AND SMOOTH w� SURFACE FOLLOWING EXCAVATION TO AVOID CONCENT- RATING FLOWS COMPACTION MUST BE ADEQUATE TO PREVENT UNDERCUTTING FLOWS. TYPICAL INSTALLATION DETAIL (STEEL POSTS SHOWN) TYPICAL HIGH VISIBILITY SILT FENCE SEE NOTE I Q'e' WITHOUT BACKUP SUPPORT ISOMETRIC (STEEL POSTS SHOWN) 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. GEOTEXTILE FOR HIGH VISIBILITY SILT FENCE COLOR - ORANGE - SEE STANDARD SPECIFICATION SECTION 9.33.2 (1), TABLE 9 POST WOOD OR STEEL (TYPICAL) STATE OF WASHIN TON REGISTERED LANDSCAPE ARCHITECT SANDRA L. SALISBURY FASTEN GEOTEXTILE TO � \� ] i + ,, CERTIFICATE NO. 000860 POST EVERY 6" (IN.) 0 C \-,J " N01E TFMS PLAN IS NOT LEGAL ENGMIEFRUYG DOCU- MENT BUT AN ELECTROMC DUPLICATE Tim OFtlGWAL. S1GWD BY THE EA0NEER AND A:WROVED FOR PUBI.ICATlON, IS KEPT ON HIE AT THE WA&UNGTON STATE DEPAR V FABRIC (GEOTEXTILE) WP'4ID-TRA1V.%MRTAT7ON ACOPY MAY OFORTA)WOUPON R*oCPST (TYPICAL) HIGH VISIBILITY SILT FENCE 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 PLACEI] IN LOW SPOTS OR IN SUMP LOCATIONS. Pasco Bakotich III 3122113 _-------- - — - - -- - - STATE DESIGN ENGINEER DA?E ISOMETRIC VIEW SPLICE DETAIL Washington State Department of Transportation (WOOD POSTS SHOWN) A NOTES 1. Size the Below Inlet Grate Device (BIGD) for the storm water structure it will service. SEDIME !~" AAAY RFLOW BYPASS OW INLET GRATE DEVICE - RECI DRAINAGE GRATE SECTION VIEW 2. The BIGD shall have a built -if) high -flow relief system (overflow bypass). 3. The retrieval system must tallow removal of the BIGD without spilling the collected material. 4. Perform maintenance in accordance with Standard Specification 8-01.3(15). :M (TYP.) GtiiYQ STD. FLAN — 216.30 ♦ s ;♦ PUBLIC WORKS CATCH BASIN FILTER DEPARTMENT MARCH 2,008 NIT APPROVED FOR BID CITY OF RENTON DATE APPROVED FOR CONSTRUCTION C OF RENTON DATE 0 1" 2" TWO INCHES AT FULL SCALE. IF NOT, SCALE ACCORDINGLY O) (n V) (n 0 M F' N Q 0 o W' > Z i O Q Ld ry L] © U Q L;C Q rn w � Q p Q0 I � Z r- 0 0 I Z Q �_J oCL 0 o� Q (U r- 6 Z w j `J r r z 0 a (�^ P 0 0 Z_ U z d o LL Z Z = Cn Q I` Z En Q 3: w W = (1) J W � LL 0 i- z 0 = Cl) W :3w Z W w 0 ~ V 0 0 , < _z Y Z 0 F— Z W OC SHEET: 9/TE-6 OF: 70 JOB NO.: 17534 DWG: TESC_DET _j Lli 00 0 4-1 Q) V) C C) 0 0 0 0 U) W c- 0 c 0 _1.� C Ln z z LA I RENTON AVE S 9+00 '000, 77" leoll _ . _ . _ _......_ _ _,_ _ _ _. _ . _ I -el 11000' 6x I// D looll v-, D D A� LSSICA AND DONOVAN ' 1 I`1 ,,� �f 1 oe /; SYDOW #214480, ""0000e Ile co 11000' 000' .0000-e 1000e 77 01000, op l000l F"RED YOUNG � / y' ,%fir k✓ .k .;.n., W.r I—, I'll 100, #21448100306 >1 A A A ilN ........ ... 6�, MARCIA LEON AND RICK Ll #214480--0890 ANN WAN #214480-0887 WILBUR REPP #214480-0880 RENTON AVE S 2 5 3 2 4 4 3 __T 5 F_ 4 GA 2" k4 ..... x )N C; m w ------- r L � 015 7 ------- I W w w W W W W ... . . ..... co ....... .. _-- � � + Loo STA 35+82.1 17.8" LT 37+00 1-8"X8" VERTICAL CROSS FOR POLYPIGGING to 1 -CONC. THRUSH BLOCK SEE STD. PLAN NO. 300.6 (SHEET 12/WD-2) -4, C c; M G - 0 --_L T > CITY OF' RENT()N 0 8 6 7 #214480 C 0 vz 7- CIA ANN WAN #214480--0887 SHUT CORP STOP TO ABANDONZ "ALV or-Mvi _4 --------- w -------- W, W W ------ W t W� STA 41+02.8, 17.8' LT CONNECT TO EXIST. 10" WATER MAIN: 5 41+00 1-10"X8" TAPPING TEE (MJXFL) -8" TAPPING VALVE (FLXMJ) 40+00 SEE STD. PLAN NO. 300.1 (SHEET 11 /WD- 1 CUT AND REMOVE EXISTING STEEL CASING AS REQUIRED TO PERFORM WET -TAP ON ICEXISTING 10" WATER MAIN A rD od CIO G G G r 4- V) T_ der TOWARD GIESLER #214480-0866 AND JOHN ORE '0 = 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 2" GALVANIZED 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. Aw r rYp, , FOR BID OF REKTON DATE APP. FOR CONSTRUCTION OF RENTON DTTE 20" 10" 0 20" 40' 0 1 2 SCALE is* =20v TWO INCHES AT FULL SCALE. IF NOT, SCALE ACCORDINGLY 00 (n V) V_ 04 C ui V) LLJ ui 0 LAJ 0- 0 0 Q_ Q_ LLj z 0 6 z E-214 tn r-02 44 4 Vol', Ilk z a z own U z 4 p LL 0 z Z 0 z z 3: uj CL to w U. cr) ul F 0 Z 0 Ill C) > 0 z Z 0 z SHEET: 1 o/WP -1 OF: 70 JOB NO.: 17534 DWG: WATER uj z --I Of ui w z u� TESTING DETAIL. 4-.Q r"r TAPPING TEE (tvlJxFL) TAPPING GATE VALVE (FL XMJ) TEMPORARY PLUG (MJ) WITH 2—INCH TAP AND 2—INCH BLOW —OFF ASSEMBLY CONCRETE BLOCKING w 0 z I— cn 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 c 2 BLOW —OFF TEMPORARY BLOCK FINAL. CONNECTION DETAIL NEW D.I. WATER LINE 'AK (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 1) 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 ALIGNMENTOF 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. 7R# PUBLIC W'ORKS DEPARTMENT CONNECTION TO WATER MAIN WITH TAPPING TEE & VALVE STD. PLAN 300.1 MARC11 2-.d01.0 13 f) x24" PLASTIC METER BOX EQUAL TO MID —STATES PLASTIC, INC. BCF SERIES MSBCF 1324-18 WITH 1.75tv THICK DUCTILE IRON DIAMOND PLATE COVER EQUAL, TO MID —STATES PLASTICS, INC. MSCBC-1324—R WITH READER LID AND 2IV) DRILLED HOLE FOR TOUCHREAD PIT LID (SEE DETAIL A —A) 36" MIN COVER NEW DUCTILE IRON WATERMAIN it 9 MIN 12 1$ MAX FINISH GRADE MEEK z x < cy- LiJ > 0 0 u J_ 22 — 112- 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 of (3/4 FB1000-3—Q) OR AY MCDONALD 4701B (1" FB1000-4—Q) OR AY MCDONALD 4701B N 0 _'FE z UNIMPROVED RIGHT OF WAY INSTALL METER BOX AT PROPERTY LINE WITH 12$9 cr_ bi LONG COPPER TAILPIECE. cl- 0 1 — SIDEWALK Of .4 TOUCHREAD WATER METER TO BE SUPPLIED BY THE I. CI TY z 0 ck Cl 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 0�..)T'LET 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 DRILL 2" DIA. HOLE FOR AMR (AUTOMATIC AETER READ) TOUCHREAD DEVICE I I F I '_x rll\ i- 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. PUBI...IC WORKS DEPARTMENT 2-1/2 it MIN. FROM NEAREST AND FRONT EDGE OF PIT LID 1 WATER SERVICE CITY PIPING PRIVATE --aft- PIPING 3/409 OR 1" GALVANIZED PLUG MODIFIED STD. PLAN 320.1 NOVENBER 2009 APPROVED FOR CONS I" UCwn0N CI % OF RENTON D4AE 00 cn V_ 2 w 0 a 04 6 0 w > z y 0 w 0 x F- w a. 1a- !� w z 0 6 En d" °��, 'fib ��~ Z Ca z z 0 w z 0 r w 0 ui co z w x I-- i ;R P I � U. 0 z D 0 � 0 (n w z w o w z z 0 z w nC SHEET: I I IWD-1 OF: 70 JOB NO.: 17534 DWG:WT—DET _j LLJ z CIA 00 V-1 c) cl-i CN LLJ 3: a. 0 0 0 C) 0 0 -4� c: Q) Lo z 0 z LLA af FIRE HYDRANT SHALL BE COREY--TYPE EQUAL TO IOWA F5110 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 2-112 HOSE CONNECTIONS NATIONAL STANDARD THREADS. 4" PUMPER CONNECTION CITY OF SEATTLE THREADS WITH A STORZ ADAPTOR, 4,875 )1 SEATTLE THREAD X 5" STORZ, ATTACHED WITH 1/8 of STAINLESS STEEL CABLE. 1-1/4 tl PENTAGON OPERATING NUT. FIRE HYDRANT TO BE PAINTED WITH TWO COATS OF PAINT. KELLY— MOORE/PRESERVATI VE 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 BA(".K OF 3 SIDEWALK THAT IS ADJACENT TO CURB x 5" STORZ 5 x5 x6 a r THICK CONCRETE PAD AROUND HYDRANT. FINISH TO MATCH SIDEWALK, 17_1 EXPANSION JOINT AT RACK OF SIDEWALK 2 /—CONCRETE SIDEWALK '00, oo OR PLANTING STRIP A tr4 TWO --PIECE CAST IRON VALVE BOX WITH LUG TYPE COVER. EQUAL TO OLYMPIC FOUNDRY CO. STANDARD 8 11 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 T ,,.,ONCRE i E E HRUST B11-OCK MAIN LINE TEE, WITH 6 FLANGE SIDE OUTLET. _L X MJ) AWWA C-- 9, RESILIENT SEAl 6 " GATE' VALVE (F 50 6 DUCTILE IRON PIPE, CLASS 52 CEMENT LINED, LENGTH TO FIT 2-3/4 $1 COR—TEN STEEL TIE RODS. 115" x 8" x 4" MINIMUM \---1/2 YARD 01-- 1-1/4 WASHED DRAIN ROCK CONCRETE BEARING 1' ABOVE BOOT FLANGE. PLACE 8 MIL BLOCK UNDER HYDRANT POLYETHYLENE FILM AROUND TOP AND SIDES OF GRAVEL. Ey�T AEF'Y LEVEL ALL GROUND - --*--LEVEL ALL GROUND MIN 3' RADIUS MIN 3 RADIUS ONE, MAN ROCK - 6 6 6 CONCRETE, PAD 6" CONCRETE PAD MARKER TWO LANE ROAD OFFSET MARKER TO INDICATE WHICH SIDE OF STREET HYDRANT IS ON C4,FROM DOTS OR PAINTED LINE) -MARKER -MARKER FOUR LANE ROAD OFFSET MARKER TO INDICATE WHICH SIDE OF STREET HYDRANT IS ON (41, FROM DOTS OR PAINTED LANE DIVIDER) un0 4 HYDRANT MARKERS /-MARKER ON SIDE STREETS WHERE 'THE HYDRANT IS WITHIN 20'CIF A MAIN TRAVELED STREET, THE MARKER IS TO BE INSTALLED ON THAT MAIN STREET - MARKER 1_4 FIVE LANE ROAD OFFSET MARKER TO INDICATE WHICH SIDE OF STREET HYDRANT IS ON (4" FROM DOTS OR PAINTED LANE DIVIDER) RAISED PAVMENT MARKER TYPE 88 AB STIMSONITE TWO-WAY (BLUE) HYDRANT LOCATION IN CUT OR FILL AY STD. PLAN 310.1 STD. PIA310.3 I f C W 0 RK *S' PUBLIC WORIII':,,� FIRE HYDRANT ASSEMBLY PUR + + + rr HYDRANT MARKER LAYOUT wane DETARTMEN'T' DEPARTMEN NNI, A R C H APPROMED FOR BID I - OF REWrON DATE APPROVED FOR CONSTRUCTION z _Z5 OF NTON DATE 00 0 F- w W LAJ z LAJ 0 LLJ a- Q_ < z 0 U) 01 I i Tl- 00 ��o z 014 'Not ;2: 14 0j is 0 z u z < EU. w z z 0 z w LL 0 D 0 w D 0 cl) w Z w w w 4 C) 0 > < Z 0 z w SHEET: 121WD-2 OF: 70 JOB NO.: 17534 DWG:WT-DET I -1 Lli 0 z CC) T__ C-) cv cis 3: _0 Lli f D C) ,,.- a) 0 CL 0 CL c car U) W D C.. C. 0 (D F_ z Ld cr_. A PLAN VIEW WATER ) PAVEMENT RESTORATION 7- HMA (COMPACTED DEPTH 6- CSTC (COMPACTED DEPTH) 120 MlNlk i8j, MAX, SEE DETAIL VALVE BOX LID WITH EARS IN DIRECTION OF WATER MAIN AND WOR[ "WATER" CAST INTO IT 0010 `-- 4" CONCRETE COLLAR FOR 12 VALVES IN PAVED AREAS 2 PIECE (,AST IRON VALVE BOX, RICH-SEATTLE TYPE OR OLYMPIC FOUNDRY SECTION A --A VALVE OPERATING NUT EXTENSION VALVE OPERATION NUT EXTENSION NOTE: lz '3 Q u A 17�, E. OPERATING NUT 4 1 /4 7p DI A. 1/8 jy MIN. THICKNESS JEEL. 3"TH AS REQUIRED dINI THIrVNFO`� 2-1 INSIDE MEASUREMENT 2-1/4 D E. P TH EXTENSIONS ARE REQUIRED WHEN VALVE NUT IS MORE THAN THREE (3) FEET BELOW FINISHED GRADE. EXTENSIONS ARE TO BE A 38" MINIMUM OF ONE (1) FOOT LONG. ONLY ONE T EXTENSION i0 BE USED PER VALVE. NOTE: ALL EXTENSIONS ARE TO BE MADE r . r,.. 62, O, F TFELSIZED AS NOTED, AND PAINTED _; WI J-11-1 _FW0 COATS OF METAL, PAINT, _T 2 4 " VALVE MARKER NOTES: - VALVE MARKERS SHALL BE EQUAL 'TO CARSONITE UTILITY MARKER VALVE MARKER POST TO BE USED FOR ALL MAIN LINE VALVES OUTSIDE PAVED AREAS PUBLIC 'WORKS DEPARTMENT VALVE MARKER POST. VALVE BOX, MARKER & OPERATING NUT EXTENSION r.t /--- WH ITE P 0 S T MODIFIED MARCH 2010 11-1/4': BEND m 22-1/2' BEND i_ T TEE 450 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 FITTING 90' BEND TEE 45' BEND CAP OR PLUG 11 1/4' & 22 1/2' 90.1 BEND TEE 45' BEND CAP OR PLUG 11 & 1/4' 22 112- qo° BEND TEE 45' BEND CAP OR PLUG 11 1/4- & 22 112- BEND BEND BEND 4" 7,0 4.2 1.7 2.1 2.1 1.0 2.2 1.6 1.6 1.0 6 1) 8" 13.3 23.3 --4-.2 9.4 16.7 9.4 16.7 ____ 3.8 6.7 -2.9 6.7 11.7 4.7 8.4 1 4.7 &4 1.9 3.4 5.0 8.8 3.5 6,3 3.5 6.3 1.4 2.5 12 53.0 37.5 37,5 5.0 �6,5 118.8 18.8 7.5 2 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' TRUST BLOCK BE, REA REFERS TO " Ar.F OF RI OCK MI I IN SQUARE FEET NOTES 'I. LOCATION AND SIZE OF BLOCKING FOR PIPE LARGER THAN 12"DIAMETER AND FOR SOIL TYPES DIFFERENT THAN SHOWN SHALL BE DETERMINED BY THE ENGINEER. 2. ALL BLOCKING SHALL BE POURED IN PLACE AGAINST UNDISTURBED NATIVE GROUND, 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. CONCRETE BLOCKING FOR STD. PLAN 330.2 + + PUBLIC' WORKS HORIZONTAL AND DOWNWARD DEPARTMENT VERTICAL BENDS 4AR("'H �010 FOR BID NT04 DFIE APPROVED FOR CONSTRUCTION CITY OF RE TON DATE 00 V) W U) r- w ix 0 a C*4 LLJ w y 0 LjLj 0 w LLJ Q_ (L Q_ Ld z 0 cn Wol 6* z N 0 00 z 014 1, 4s o z No" L) z 0 U<. z Z m w0 rd �2 w z w �'"' h 0 z 0 M 0 Z w w a w Q > z z 0 z w SHEET: I 3MD-3 OF: 70 JOB NO.: 17534 DWG: WT-DET I 00 0 00 (n V) to cr- 04 CV CE C) V) LLJ z y 0 0 x w a- 3: a- (-),-I " < C 0- w z 0 W a; cr- 1 6 Z-1 Aft N F � 00 r, vl� + 0 z z U. z z M V) 0 w I-- z w cl) U. 0 D 0 0 cf) LLJ Z LLI w w L) U > < z z 0 z ui ICE SHEET: 141WD-4 OF: 70 JOB NO.: 17534 DWG:WT—DET I N w U Q cn O 0 Q O N v Li Q i v i c 0 Q) V) 0 c- n c a� 48 0 0 0 c U 0 V) W 0 V) 0 0 a� Q c 0 c d- L 0 w ►. \ \ HOSSEIN AGHAKASIRI rn # 214480-0200 + CEVA ALMONIDOVAR o0 #214480-0205 Q LENTON AVE 12" Cl W W W W W --- v T=T=T—=—===: T 8+00 I -- — 12" CONS D D / / / / / / \ \ \-RENTON A vv VW W � 10 , ~ D D ---u N C LL' 13 Lu 9+00 / Lu _ I I 10+Q.0' 2 _ 11 +00 / , A13/ I W / i /'Lli --`` 1--lool 12 / / O G 5 6 W -w N r- n Q6 (0 v rn rn V) V) — Y \ HOSSEIN AGHAKASIRI 00 \� #214480-0260 rn V) \ 51 /� G \ / / / b �= D- D D — D 11.E 10000, 000010 (TYP) 6 / 916 N �� / �,. 17 �O \_3 O / + o / ��13 / o ' 1101 cl 17 ... . a A 21 10001, 15 o KAY AND FRANKLIN McCUISTION / #214480-0310 1100, G �e looe / \ JESSICA AND DONOVAN SYDOW I ¢ /� j `� #214480-0206 � (NP) / _ yy �5� 24 % i �s r FRED YOUNG #214480-0306 / 21 11 'o g� 7 DON YOUNG #214480-0300 \ MINTER LLC #214480-0295 I .........................................................................................................................................................................................�............................................ . ::..:: : :::: ::: . :: ' ::: :: :: :: 315 .:::::::: :::::::: ::::::: = ::::: 315 .................:..................:.... • X I STI N:G:'G:RgDE:..C�:....:............................-..-.................................................. , ........ _............................:................. _ :................ _ :: CONS RUCTION::: ::::::: ::::::: :::::::: ::.. .. ........ .. ..... ........ ........ ...... _ 310 ::...... ....... .....::::. .....I.. ...... 310 :.................:..................:.................. : .................. 42' LF ..12,E ..CPEP. `.............:..................:..................:.................... ::: :::::::: 12".CPFP :. ............... 12 CPEP: 305 :.. ........ :::::::. :.. 45 _ 011 :: ....::: 305 5.��'...........' .. ... ...... ....................... . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . T ... . . . . . . . . . . . . . . . . EXISTIN.G.:ELEV.. Q . SOO 300 �: CONSTRUCTION: (TYI?.) 295 � .::.:.:. .. .: 295 U) r- 1-3z �w �zw V) `- r- w Li0 r-- w ri CL m n. Q. a• � 0- Q. Q. o_ W ww w w� W w w w ww CL � m m a- a_ Q. Q. m m Q. Q_ c c� 0 C:; U m U c_a m U 0 U II U is r m N N m N ru N N m N N N v �- T- 00 v- r- r• I .- v T-- I I-.- I r- rna,rn .- I N 'dN-dN- ►�� - co t m co co m cti co co 0 P.-m p N r, U oo U ti o Z 0 c) 0 Z M II rco 11 it II rb X II III II It II m II X II m II II LJ ww Wow�..w v W w pf w V ww APPROVED FOR BID CITY OF RENTON DATE APPROVED FOR CONSTRUCTION C F F RENTON DA E 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 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. 20' 10' 0 20' 40' 0 1 " 2" SCALE: 1 "=20' TWO INCHES AT FULL SCALE. IF NOT, SCALE ACCORDINGLY J o m o ~ N ¢ •• o w w > z 0 U W Q.. o 0 a rZ a w r- � Q o WSw� _J +0�"i O ~ J r- z 0 + z�mF— o¢F�F- WWW�V) o�o�o oozoz ¢z¢z¢ �-' 6 z v� GEz A zq 41 Pg 0 z V z a o u� z o I.- z W 3 W = Q :D O a 0 LL 0) z o _ z D o W � z W a a V U 0 > a z_ Y z O E- z W w SHEET:15/RD-1 OF: 70 JOB NO.: 17534 DWG: PAVE N LL1 U Q z Q 0 Q 0 Q CD o w Q i Q W c 0 0 0 a. c cn a� 0 0 O 0 M a) ry 0 L) Q c 0 c 0 Lo It a W i #214480-0286 RENTON AVE S Q OG -- Ln- N W S LV 14+00 15+00 Ill 13+00 --�-----}- + . --4--- 0 - -- A- o � 13 1 10 + o N Vol 10 UJ Li .rir• ..ram .. r MINTER LLC #214480-0500 MINTER LLC #214480-0488 5 17 i 00 DOUGLAS WARNE #214480-0485 RENTON AVE 5 a° 1 cn 3 18+00 12 18 cnNr 0 \ MINTER LLC #214480-0487�D \� �� jY / 4.0 ilb S yJ 5 ) � 6 �L(lie 1 0 . 20- / 19 a G G 0 Uc co 10 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 QONCRETE 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 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. APPROVED FOR BID CITY OF RENTON DATE APP Q , , D FOR CONSTRUCTION ITY OF RENTON DATE 20' 10' 0 20' 40' SCALE: 1 "=20' 0 1" 2" TWO INCHES AT FULL SCALE. IF NOT, SCALE ACCORDINGLY r- J o m o ~ N a > •• z Y 0 Q w o- QU U Q CL N� V' W r- � Q o F �..- W of • o o F- M WN00�.•:3-n Or- ZZ Jar- .— Z O o ofQ+� QZQ �� •N Doc+OJ WM .— Z V— 0 �_ J 00E- F-wo azU) <cy-z �- 6 z O �s FEZ qd^ o ,IpRo� 4 C� z O LL H- 0 z = to 1.— z W 3: W OC = ~ Q w a LL, � z O }. I"- Z o w z W a V z > Q Y z O F_ z w DC SHEET:16/RD-2 OF: 70 JOB NO.: 17534 DWG: PAVE 00 (N LU w _c G7 uu uu �7 Q C� i- nJ 4< U) ul Z' Cry Q r-'. w U Z z 0 ry Q Q 0 rn O CT� W Q i W c r U) 0 0 0 0 0 It U) c- 4-1 cn C Q C 0 c a� �t- L0 r` 0 z w ry ►. PHU BUI #214480-0775 i � MISSION WEST FOUNDATION #214480-0774 �- -- - fi � T D_ p-________ D _ m wT - - --- T --_- — w_ T -`�-_` T --_ - ___ T _� T T 13 T-----m-- T - -_._ ___h ._ ,- 001 N G / ' I o � � ANH PHAM AND / KHIET TA / #214480-0777 C--) . RENTON AVE S 21 +00 1 - - 1 I w _ T _. -- T T T - T cull) O 19 0 24 + ilk W Z J SANDRA AND DAVID GONZALES #214480-0776 i TESSA COOK \ #214480-0845 MISSION WEST FOUNDATION \ '//� \ #214480-0765 KING COUNTY PROPERTY SERVICES \ #214480-0852 \ �� O SANDRA AND DAVID n GONZALES x #214480-0776 r w RENTON AVE S v cF ao �``'-- T r ----- D -D _____ ---- �� co el T _ --- T - -- T v I 26+00 T ._.__ cp �-- ` ..� SANDRA AND DAVID GONZALES #214480-0776 \ \ LAKERIDGE DEVELOPMENT \\ INC #214480-0851 Q 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 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 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. APPROVED FOR BID CITY OF RENTON DATE AP P FOR CONSTRUCTION w OF RENTON DATE 20' 10' 0 20' 40' 0 1 „ 2" SCALE: 1 "=20' TWO INCHES AT FULL SCALE. IF NOT, SCALE ACCORDINGLY rn M U O m��. ~ N > w z �c 0 LLJ a_ = o a_ Q w Q W J w< J U w o oW Q z .-- S o z-WW <Q u' —,W�►n �o-o�'N p= O x O � z`-WNN 0� ---QQ 00Z) -f- azocncn 1 o z r� v 4 PQ J g c � o Pj Y�p� 0 z 0 z < o LL OC z z = � cl) 1.- z w 9 w OC = a O a 0 LL c z O z o w Z w > C.>u > a Z Y Z O F- z w SHEET:17/RD-3 OF: 70 JOB NO.: 17534 DWG: PAVE N W U Q cn i z �t 0 01-1 Q 0 Q 0 a- U 0 0) U D U) Q) ry c- 0 cu Q c 0 c 0 d- Ln z 0 z w i 41 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 0 STD PLANS 101 AND 103. SEE SHEETS 23/RD-9 AND 24/RD-10. w 6 CEMENT CONCRETE SIDEWALK PER CITY OF RENTON STD PLAN 102. SEE an SHEET 23/RD-9. W 7 CEMENT CONCRETE DRIVEWAY ENTRANCE PER CITY OF RENTON STD PLANS W V) 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 o KNOCK OUT IS NOT PRESENT. CO + 9 CONNECT EXISTING PIPES TO NEW CATCH BASIN. N M 10 ADJUST EXISTING CATCH BASIN TO GRADE PER STD. PLAN 101.1, SEE Q SHEET 24/RD-10. I-- U) 11 ADJUST EXISTING CATCH BASIN TO GRADE AND FURNISH AND INSTALL LLJ FRAME AND SOLID LID. z J 12 ADJUST EXISTING SEWER MANHOLE TO GRADE PER STD. PLAN 106, SEE = SHEET 22/RD-8. C� 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. i I 24 ABANDON EXISTING STORM STRUCTURE AND STORM PIPE PER THE SPECIFICATIONS. I I I SCHWAB #214480-0905 I I w > I ._. n RENTON AVE S _ m w co 0 0 +, 00 r 1-- 'y1 c0 w z x-. --- I 33+00 --� w tr 3534+00 p to m m CA m SCHWAB #214480-0905 I I I I i I I � I APPROVED FOR BID CITY OF RENTON DATE APM', D FOR CONSTRUCTION 0TY OF RENTON DATE 20' 10' 0 20' 40' SCALE: 1 "=20' 0 1" 2" TWO INCHES AT FULL SCALE. IF NOT, SCALE ACCORDINGLY rn U) U) o �o o 04 cr- Q o o w w > Z Y w a Q _ _ ate. a rn w .- � Q o z w -J F- o- -jo w •- z _© F-- �Z 0 V7 zoo :2 Q J � Q Z ui ooW Qz5 •-- o Z] z a of voo o Ilk, % a'o �pss 5 l4 Q pgo� 0 z V z Q o u. 0 Z o Ii" z W OC LL � w � 0 z a 0 z o i- _ z o W z W > a U 0 a Y Z 0 z w SHEET:18/RD-4 OF: 70 JOB NO.: 17534 DWG: PAVE N w v Q V) z Q 0 a Q QD 0 O d- crn W Q W 0 a_ a) 0 c a� U) a) Q 0 4d 0 0 U 0 a� c- -i-_1 D 0 cu c cu Q c 0 c 0 ly- w cif 09 i i WILBUR REPP � MARCIA LEON AND ANN WAN �214480-0880 RICK Li � #214480-0890 #214480-0887 ` l RENTON AVE S ._. _._ ._._ .._... — .-- ---- d co 2 GA V V d �- 4luf X X x d x / _ W �----_ _ 0 0 2" GA 1 ?_" CONC W III C p 00 L M a E-- w Z ..J 2 V a U U c 37+00 3s+oo 36 G -_____ 7G-- G 2 G U —_ G _�-___ G G ---- G ---- - -- -------------- r` . _ --- 1 "urnNG 11�1 r Z m N -�I 38 ca _00 0 N m m r O �L C ` CITY OF RENTON #214480-0867 \ R� �\ T \ T �\ \ If � O PAVING PLAN NOTES 1 CAUTI : 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 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. WG G 00 _ mmom G—__r___- G G G cn _ G �� v , r D APPROVED FOR BID D M Q cn 23 CITY OF RENTON DATE a �A' V EDWARD GIESLER � �n APPROVED FOR CONSTRUCTION <t OF RENTON DATE MADELEINE AND JOHN MOORE 214480-0868 a � 20' 10' 0 20' 40' M 0 2 s ~\ SCALE: 1 "=20' TWO INCHES AT FULL SCALE. IF NOT, SCALE ACCORDINGLY V) o o N Of Q 0 o Lid > z Y O � _ Q perp,,,,,, a Of Q rn w r- \ Q o w �ow w � + o uoQ z J 0 zv)0 �a�F- 0�00 zz ot-"oJ oOz¢ az<0 ao z V a Pg �T- VA O ;� s c� �� 4A 5 I Q Pgo� 0 z V z Q O LL 0 Z = z W w i J D O a Z LL tl) 0 �. z 0 w Z w a L U a Y Z 0 F- Z w GC SHEET:19/RD-5 OF: 70 JOB NO.: 17534 DWG: PAVE cc F c� i a.� n� Q.i C� 0 __ (a.. c_ 0) cn 0 0 cp +6 0 't- r�; 4.j 0 U) C 0 0 0 a) z E7 EXISTIP f%l c-. r l A i l r% •r. "o EDGE OF JT WITH CSS 1 BUTT JOINT DETAIL NOT TO SCALE 'AVEMENT THICKNESS 4" WIDE ,VING ASPHALT 'LY SAND 4ATCH EXISTING kND UNYIELDING ADE .,,,,,, a, ,ED SURFACING TOP COURSE PER COR STD. PLAN -- 103. SEE SHEET 23/RD--9. I ! ! ! VARIES SEE PLAN ! ! ! U- ! 0I !I to ! =I z I I ! ! i ! I I SEE PLAN I �" w-------- CEMENT CONCRETE • +' "p ° SIDEWALK! _ • , •, p,+ •► • . r U- I ►. a C? r • f► r r (� I st Air, r . .,� _ o► ' "� 4' ` ' :'' FLUSH AT GUTTER 0 I zi CURB/CURB AND GUTTER : �• • PER PLANS �♦ . s . SEE NOTE 1 • •• ' ' ,;:.• :. ''' .:y' , I •' A'a. • r I RAMP PAYMENT LIMITS * I I LANDING -- MAX SLOPE OF 1.5% IN ANY DIRECTION. ISOMETRIC VIEW SLOPE NEW HMA TO DRAIN. CEMENT CONCRETE SIDEWALK CSTC PER SIDEWALK DETAILS ELEVATION VIEW VARIES MA IMUIb/� 4" THICK CEMENT CONCRETE RAMP (NO STEEPER THAN 1:12) of 1 IIYIIn F" CSTC CAP) 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 *- EXISTING ----�- SIDEWALK VARIES 0' TO 5'± ---5' SIDEWALK SEE PLAN FOR LOCATION SAWCUT LINE AND BUTT JOINT PER DETAIL, THIS SHEET. EXISTING PAVEMENT SECTION. 12' t LANE VARIES O' TO 16' 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. 12' t LANE MATCH .� EXISTING CL RENTON AVENUE SOUTH ( R.O.W./CONSTRUCTION VARIES ----�- VARIES O' TO 25't 12' LEFT TURN LANE LANE/MEDIAN TYPICAL STREET CROSS-SECTION RENTON AVENUE SOUTH APPROX. STA. 19+50 TO APPROX. STA. 40+55 NOT TO SCALE 12' f LANE MATCH r., EXISTING (L RENTON AVENUE SOUTH Q R.O.W./CONSTRUCTION VARIES �-+- 12' VARIES D' TO 25' f LANE TURN LANE/MEDIAN TYPICAL STREET CROSS-SECTION RENTON AVENUE SOUTH APPROX. STA. 9+00 TO APPROX. STA. 1!9+50 VARIES -- >EE PLAN NOT TO SCALE 2" BARK MULCH 4" DEPTH TOPSOIL PEDESTRIAN REFUGE ISLAND/ TRAFFIC ISLAND MEDIAN NOT TO SCALE MATCH EXISTING 3" DEPTH HMA PLANE AND OVERLAY EXISTING PAVEMENT SECTION 12' f LANE EXISTING SIDEWALK EXISTING SIDEWALK MATCH (i EXISTING 3" DEPTH HMA PLANE AND OVERLAY EXISTING PAVEMENT SECTION I I I i VARIES I SEE PLAN I I� I� I U- 10 i� 10 1w I� I� I I I I I I ! I i I I i I I VARIES I SEE PLAN 1 I� I� I U- 0 I� I�? I� I0 I I I I 1 I 1 I I APP OYP FOR CONSTRUCTION TY OF RENTON DATE 00 r- Nz " �4 0 w 0 x 0- _ a w z 0 Z W � 1 Oil0. r nn�rr V h V ice' �*010 jto it Fzo z 0 Q III,. W a 0 (nQ C < w W 0 D 0 co cn U. 0 0 z cif Ill W > 0 0) w ui W t U) � '. ci W OC SHEET: 20/R.D-6 OF: 70 JOB NO.: 17534 DWG: STD -DETAILS 315 310 305 0 -j LJ ry 1XI CJ c\j 0 0- 0- c 0 0 0 0 Cr) �t D , 0 C. z LIJ E 101+80 DRIVEWAY H: 1 5' V: 1 5' GENERAL NOTES Oj FLOWLINE ELEVATION OBACK OF SIDEWALK OMATCH EXISTING GROUND AT RIGHT—OF—WAY CEMENT CONCRETE DRIVEWAY ENTRANCE — TYPE R1 SEE STD. PLAN 104.1, SHEET 25/RD-11. 2 CEMENT CONCRETE DRIVEWAY ENTRANCE — TYPE R1 SEE STD. PLAN 104.1, SHEET 25/RD-11. Lo to co Lo 04 04 0 0 + Oil +p) Oil + fn W) +rn�jOil 315 < < Oil < ail w -i III —1.53% —2.1 OX —1.50% —744% 310 305 0 102+00 -To + 0o 102+20 DRIVEWAY H: 1 "= 5' V: 1 "=5' 2 " TWO INCHES AT FULL SCALE. IF NOT, SCALE ACCORDINGLY I 00 (f) (n ir C*4 rL 0 LLI 0 V) ui 0 . 0 Ld w w a_ L LIJ a. z 0 6 z 01% N ro Vol", 0 z z 0 ILL Z z r 0 u) uj (1) ui z w U. D 0 (1) LL 0 0 .� u D 0 w z w > Z y Z 0 F- z w SHEET: 21/RD-7 OF: 70 JOB NO.: 17534 DWG-. DRWYS COVER PER STD PI -AN 401 SEAL WITH AR 4000 OP APPROVED EQUAL AND DRY SAND AFTER PATCHING x (SEE NOTE 6) n A TfLJCn A n r A 0 1 P L AI NTS OUTSIDE DIAMETER OF ADJUSTMENT RING AND BOTTOM OF CAST114G FRAME 00-4 --WNW MORTAR JOINT(S) (13/8" MIN.— I" Mkx) SEE NOTE 3 AND SPECIAI.- PROVISON 7-05,3(1) 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 4" PG 64-22 (OR TO A DEPTH THAT IS 2" ]BELOW THE BOTTOM OF THE UPPER ADJUSTMENT RING WHICHEVER, IS GREATER) OR AS APPROVED BYTHE ENGINEER. 3, ALL JOINTS BETUEEN TliE CONE, ADJUSTMEAT R41GS ii,114D FRAME SHALL BE MORTARED, MORTAR SHALL BE ASTIVI C2 FOR TYPE S. CD 0 C) 0 C 0 c N Qjfa DE--PT�i OF HMA TO BE 2" Bit'-LOTHE BOTTOM OF THE UPPER ADJUSTMENT PIN(; OR A MINIMUM OF Vi?HiCHEVER IS GREATER. ADJUSTMENT RING (2" MIN.). SEE NOTE 4. 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 VLSIE UPON COMPLETION. 6. X = l-W MIN. TO 2'-6" MAX . -9 plil � # ' Ak i) .,%, r F. Fli MU S, ELEt/!-i /D/J STANDARD MONUMENT CASE AND COVER WASHINGTON STATE D[PARTMENT OF HIGHWAYS THE CASTINGS SHALL BE GRAY-1-RON CASTINGS, ASTM DESIGNA,rION A-48, CLASS 40. THE COVER AND SEAT SHALL BE MACHINED SO AS TO HAVE PERFECT CONTACT AROUND THE ENTIRE CIRCUMFERENCE AND FULL WIDTH OF BEARING SURFACE. WHEN THE MONUMENT CASC AND COVER ARE PLACED IN CONCRETE PAVEMENT, A CEMENT CONCRETEL BASE WILL NOT BE NECESSARY. SEE CITY OF RENTON SUPPLEMENTAL SPECIFICATION SECTION 7-05.3(l) FOR ADJUSTMENTS TO GRADE. AP,P"c.u, FOR BID ITY OF REN�ON APPROVED FOR CONSTRUCTION 77t dif�-OF RENTON DATE co V I (n 0 LAJ U) LLJ z y 0 W EL I N-1-Z 0 z z LL z z 2: cf) 0 F— z w 0 uj cn w Cif UL 0 z 0z 0 W w UJ 0 ki. > 0 F- z w SHEET: 22/RD-8 OF: 70 A JOB NO.: 17534 DWG: STD —DETAILS N W Q V) z < Q N N rn o o- v v) Q. W i t i co s a. U. cn a) 0 r.. C a V 0 0 U) a.; a; Q c c c a� ry d- ^O z 0 z w ry 1-,,, EXISTING ASPHALT PAVEMENT (9" TO 1090) SAWCUT (SEE NOTE 2) 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 C " CRUSHED ROCK 2. 0' MIN. (SEE NOTE 2) NOTES: 1. MUST MATCH EXISTING THICKNESS IF GREATER, 2. SAWCUT SHALL_ BE POSITIONED 1' BEYOND EDGE OF DAMAGED PAVEMENT SEE BUTT JOINT DETAIL SHEET 20/RD-6. THE IN o THIS ESIGN IS TO DESCRIBE PAVEMENT PLACEMENT AT THE GUTTER FACE. SEE STANDARD PLAN FOR CEMENT CONCRETE CURBS. PUBLIC WORKS A(! %i 1+ DEPARTMENT 1 _ %I v v v v v v v N,- CURB AND GUTTER REPLACEMENT AND PAVEMENT REPAIR DETAIL NEW CURB c GUTTER PER COR STD. PLAN — 101, SEE SHEET 24/RD--10. 'a a + d . . • 4 • '� G a e a a � MODIFIED STD. PLAN — 103 6- LEVEL 112• RAISED EDGE DETAIL EXTEND SIDEWALK TRANSVERSE 1/2" (IN) R JOINTS TO INCLUDE RAISED EDGE • 4 s r' • i � � a rr 1' (IN) R. 10. a Left BRIDvE OR PEDESTRIAN RAILING BARRIER - SEE CONTRACT PLANS FLUSH VERTICAL WALL - SEE DETAIL FOR SIDE TREATMENT SEE UT SIDEWALK SECTIONS SIDEWALK 1l2" (IN) R. (TYR) 1.5% ADJACENT TO CURB JOINT FILLER ADJACENT TO CURB AND RAILING OR WALL a SiDE'1NAL.K BUFFER STRIP 1_ i 1.5'96 1 w- , w7y (SEE NOTE 10) r..1 /2- (IN) R (TYP.) 1.5% MIN.,_ FINISHED GRADE I- (IN) BELOW TOP OF CONCRETE SURFACE FOR PLANTING - F L U S H I �_ LAVED - ADJACENT TO BUFFER STRIP uz t Div — t ntJ FOR CURB DETAILS SEE STD PLAN 101 FOR CURB DETAILS SEE STD PLAN 101 DEWALK 318" (IN) PREMOLDED JOINT FILLER TYPICAL WHERE APPLICABLE 1 1/2" (IN) R (TYP) FOR CURB DETALS �= 1.5% SEE STD PLAN 101 `ir: "'•�*ar : +. XISTING ROADWAY :� t y. •! :',. ��•-x'_'.ar•t �,//EC RUSHED ROCK BASE �,,. . fir• • ~~ CRUSHED SURFACING TOP COURSE (CSTC) OMPAC T TO 95% MODIFIED PROCTOR WITH RAISED EDGE (UNLESS REQUIREMENT WAIVED BY ENGINEER TYPICAL UNDER ALL CURB ADJACENT TO Gt. FIB (STw EP FILL St ODES) r----A'JALL OR HARRIER SIDEWALK 1 (N) R wl 8 (IN) PREMOLDED JOINT FILLER SIDEWALK ADJACENT TO WALL DETAIL FOR CURB DETAILS SEE STD PLAN 101 of r 5t " / t.,, t,0' ,,0' �� J NOTES. P 1 Four feet of the sidewalk width shall - . be the minimum pedestrian ,� accessible route (PAR) free of verliml cce � \ and horizontal obstructions. Gratings, �< Access Covers, Junction Boxes, • Cable Vaults, Pull Boxes and other �.! appurtenances within the sidewalk must be flush with surface, and match -�<,' grade of the sidewalk. 2. N"onolithic: Cement Concrete Cure and Sidewalk is not permitted in new For ether referenced NOTES Sea construction. When replacement work STD PLAN 104.2 ne essjtates a Monolithic Cement Concrete Curb build per WSDOT Standard Plan 1:-30.10-01. Paved surfaces must comply With 3. Concrete to be ,Oi3tl PSI. STD PLAN 102.1 as applicable. PUBLIC WORKS DEPARTMENT GUTTER & SIDEWALK. CSTC UNDER CURB & GUTTER TO BE 6" THICKNESS OR MATCH EXISTING ROADWAY CRUSHED RUCK BASE, WHICHEVER IS GREATER (TYP. FOR ALL CURB & GUTTER) 1 FINISHED GRADE 1 • (IN) BELOW TOP OF CONCRETE SURFACE FOR CURB DETAILS SEE STD PLAN 101 CONTRACTION JOINT IN SIDEWALK ONLY FULL -DEPTH EXPANSION JOINT IN BOTH CURB AND SIDE11`JALK (SEE STD PLAN 101.1) r r 3t8" JUINT AND FINISH DETAIL JOINT FILLER E FULL -DEPTH E.XPANSIC" �N JOINT CEMENT CONCRETE SIDEWALK BROOMED FINISH OR MATCH EXISTING 4" WIDE, SMOOTH` TROWELED PERIMETER CEMENT CONCRETE CURB (CURB AND GUTTER SHOWN) FOR CURB DETAILS SEE STD PLAN 101 ? 11r TO 11V oft C CONTRACTION JOINT %S DTD .PLA.N 102 dit N. L-1211i7flfl pis Me]- :]III CITY OF RENTON DATE APPROVED FOR CONSTRUCTION 4 Clyy OF RENTON DATE rn rn 04 ¢ 0 0 W > Z Y O Gi � W o © v ¢ a. w Ln Q N w 0 r`1 z O o � `� zQ o� Ww U) oW ¢ cr •-- 6 Z (n f � �� 4 � l P w �v'ZS 5 I4 god C� Z U Z a O LL Z U' W co (� J a Z = W F— w � � o Cn Q O W Z � Q Z O _ o W V U a _Z Z Y O Z W GC SHEET: 23/RD-9 OF: 70 JOB NO.: 17534 FDWG: STD —DETAILS ►: < z < Ln C 117- C) C\1 CJ UJ VI 0 U) C 0 Ln z 0 UJ 31/fri"I x �r)/-W'r% nittim V Inim T 2, 0 r. X.10EPi JrANT F"ILLER (T)"P FACE OF CENTERLINE OF CURB FRAME IS OWE 13 RR . MATCH , I /I-- P43ADWAY r" SLOPE V RECESS R. Iff U ------- 81 IP 1A K SECTION line vAth the curb expansion joints. PUBLTLC WORKS )N T D PARTME" I% t b 1C 4,0 WNW V0191 1 0 Z111CIN : 1. lift 1:110 A cm coNcwTE CURB INSTALLATION AT CATCH 8"11415 WIZ F-11k L00 FACE OF CURB 6 112"' 5 112" 1" 1:24 0) TOP OF 1/2" R. ROADWAY " �Wj a SPILL CURB (REVERSE SLOPE) FOR TRAFFIC ISLAND MEDIAN AND V 1, PEDESTRIAN REFUGE ISLAND - 6 AS NOTED ON PLANS. CEMENT CONCRE"'I-E TRAFFIC CURB AND GUTTER 112" R. VARIES FROM 6" TO 0 FACE OF ADJACENT CURB FLUSH WITH GUTTER PAN AT SIDEWALK 2" RAMP ENTRANCE 112 1,24 ly 60 DEPRESSED CURB SECTION AT SIDEWALK RAMPS - a - • it il '-V Al - . A PREMOLDE, D JOINT FILLER E FULL -DEPTH EXPANSION JOINT TOP OF ROADWAY CEMENT CONCRETF SIDEWALK RAMP OR LANDING 318" PREMOLDED JOINT FILLER CEMENT CONCRETE PEDESTRIAN CURB AT SIDEWALK RAMPS AND LANDINGS FACE OF ADJACENT CURB 6 1 r2" SEE DEPRESSED CURB DETAIL THIS SHEET 1; TOP OF ROADwI 1' - 6" DEPRESSED CURB SECTION AT RESIDENTIAL DRIVEWAYS ONLY. FOR COtivIMERCIAL DRIVEWAYS SEE STD P[jkN 1041,2 FACE OF ADJACENT CURB UTTER SURFACE n 6 1/2" 5 1/2" 8 1/4" FACE OF CURB CEMENT CONCRETE TRAFFIC CURB DEPRESSED CURB DETAIL AT RESI DENTiAL OR COMMERCIAL DRIVEWAYS, AND ALLEYS GENEI:V8L NOTES. 1., Sec standard plans 102 and 101.1 for curb expansic)n and contraction joint spacing. 2. Expansion joint shall be full depth, 3/8' (in.) premolded,joint filler, 3, For Depressed Monolfthic Driveway Curb & Gutter Section, see Standard PICan 104.2 PUBLIC 1�ORKS L DEPARTMENT TOP OF ROADWAY MODIFIED APPROVED FOR COINSTRl1CTION effi�OF R TON DATE 00 V) En 0 OD C14 L W (n z y 0 cr_ a- Q. CL < z I I z N VIA, P7 liz z z 0 U. z z X CIO) 0 W z 3: wi 0 LL. 0 D 0 W z W 0 > z 0 z W SHEET: 24/RD-1 0 OF: 70 JOB NO.: 17534 DWG: STD —DETAILS Ln 00 T_ o C1\j (N cv V) 0 1 V) L. ii 0) Cr Ln 0 z U-1 (if m F, IM KAN A r U m LM�Ve'*Ay *� $k* LATrA' kf,,�W,Mif PUBUC WORKS DEPARTMENT J X. rr itrtf SM PL" 11U4 PLA4 vww SECT)ON (,A I I aft"h",v w ft f4rh* a 1*1 to Cwv *W*" fxhu*ftftv� ewl M#1141.1s".11 CIA* SAWWW "MIt"t iq I a Pot 140TES s"ISTO MAN 104 2 CUMUNT CONCRUTE DRIVKWAY ENTRANCE — TYPE R1 molvi! FA m NOU14C tWTAIL 74 S S �14U'T) "'I'YPE C214 -a- ISOMMMIC VIEW (0' ) MNA, F RCtAL, W"T11 8 U F F E R) CY1'E S 01 WfIftfri a driv "way w4th excg*ds if 5 fowowstrQct a tull tolnt filter sk" " drivwmy lane liness rexpansion jo4 n,t w,,M*,,, 31, 1 �um Wpfan 102),. GonstrvoA- m"nskm jt** p&rWW1 wfth the C*ntwflno as a! 15*' rnaximurn spadm vvtfen d"Ove-way Widrths exceed . 2. See* Od - plan 102 for s1dewak delah's, 3 Curb wrld q,.,Mter sfivwn, other curb desigm may be spocllfie& See OW'. plan 1011 for cufb details 4 N cd use#,I, A.idesig,,n rAll driv 6 at all pointy m Aod vAIh$y?rrbK)1 "X" Ail e4valjons Wo it ft batik of (.-4rfb t* (M A" Sj&. G. Noll used 7. For DO-veway %Wft sea ORM"A'Y STANDARDS. (See NOTE 1%TM*xpmion, johAs (see std Oar), 1() *1 W kir anyType G-MAX DIVSV My MW be 10, S'TREE1'S'"1,#NSDARDS= C) $1 , Utftf$;8I Crader (RM Utle IV Dreelop,,nent R"WitlanIs CHAFIfER 6 SMETAMO UTIUTY STANDARDS Sectton 44�M S"r r, T STAN f) AR M, DRIVIMAY STANDARDS r. Rentran Mumwic-1pal CodiF.t (AN11"'I TWO fV CWw1up"rivent Regulations CHA"ER 4 C ",-WIDE PRi")PERTY DEVELOPMEN'T STANDAP.05 Section 44" PAR, KING, LOAr)iNG AND PiRrA-WAY F. G ULATKM Dt 7 %eBIJC ORKS I D F"P A RTM F NjT c,,ourw & ciurri:q N,(,') f. E: 3) am TWA 't C orolnmmam jow m mm ift ROAD~ 4 4 Ir i 4wr, Nam 10�01;9!101 M11 yp tep" E)F-pw, SM 140MXffM MRS A OUTTIER MAt FA"� (,)F AWAr"'041"r R. SUPFAM DEPRESSED CURB DETAIL A T RES I DEMM OR CCWMf t0ft CW III VEN AY S, AMO NJA" TYPE C IS ftovdw, of (MM-,-4 LAne GomoUftef) skv). FOR BID F OF RENTON CfATE APPRCIVE --D FOR CONSTRUCTION RENTON DATE 00 (n 0 Q_ LIJ V) LLJ z Y 0 LLJ L) LLJ a- 0 CL !� I LLJ F- 6 z LK) 71- cC a ''`� N 00 Iz 0 z z 0 UL. z z X D (1) 0 z U) W 3: to 0 LL 0 �7_ z o (n w M Z W 0 0 > < z z 0 z w SHEET: 25/RD-11 OF: 70 JOB NO.: 17534 DWG: STD —DETAILS A L0 00 0 CN tv vi Lli to ua 0) .6 (D -1 46 (j-, 0 0 0 I - CD cl) 0 W _c .D 0 U) (V D c Q) 0 4--' c z 0 F z Lli E_.' DMXSWAL V4,Sj'aft #A" SURFACE RESTORATION,- 4" DEPTH TOPSOIL AND HYDROSEED. BLOCK CAP UNIT — FILL IN VOIDS W/ CRUSHED MAX SURFACING TOP COURSE 80,10A ivCL,Vf*s SIDEWAMRAIIAPS4 1 CRUSHED SURFACING - V) sa. 9 WF_ Ld Tj COURSE 12" MIN. ip-> tit WOVE MEE Wla.+ 1) HORIZONTAL THICKNESS 4t, 8 >< FINISHED �$4 GRADE AT x:r t'311 04 PAVIED .......... [SIDEWALK JE st z )ftf (Typ.� Crum 6" 0-'N 41.1 (sm, E s 10 "fit C ONOW", rf 12 6" COMPACTED DEPTH 950f', CRUSHED SURFACE TOP 24* COURSE LEVELING PAD. stli wlt S A st OK Tv"p I it " "iT (tYP.j &W clot, T RAC T fo (Sf 15, SIM PtAh lirt PLAN VIEW VAA*i -(Iw t f 40 C"Lhl, 0CftC#t TE QA) L" V* W 7 C CIRElf CiAw & ou 11c. A Alrr worf V a 3*# mAx SEE "on'. a iTypt E kpAh-s4o" JOWT ITYPI T,,o " PtAN L JQj, t1aftauk.tv %&,1�61utfuf at not! ctl YPE RIB - ISOMETRIC LEE WITHBUFF-ER) a "I cm silt 0 (,WE ciuw c4w;kL 1 k cum & *Ault Isel "m 3.) PUBIC WORKS CEMENT CONCRETE DRIVEWAY 'A;"i'r A ENTRANCE,* TYPE RIB For NOT "T D PLAN 104 � 2 STD. PLAN 104.3 IJOTES: 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 EDGE OF NEW CONCRETE PAD AT UPHILL SIDE AND EXISTING PAVEMENT FRONT TO MATCH EXISTING PAVING AND SIDEWALK EXISTING CURB rol SHELTER LEG 3/4" CHAMFER ALL i EXPOSED EDGES 4 (REF) -.6" WIDE PED. CURB EXISTING 4" MIN-- 27 MAX, WALKWAY GRADE 'T 7-: 4 q fit L -- I— CNn I -D i GRAVEL BACKFILL AS REQUIRED -- COMPACTED SUBGRADE #4 0 12" OR 16" O.C. VERT BEND PER SLAB REBAR SPACING (ALTERNATE BARS INTO PAD) PROVIDE 2" MIN COVERAGE B-30 SHELTER FOOTING CROSS -SLOPE SECTION NTS r 3'-- 0 4'-0" 3'- 0" VARIABLE ;'-0" 4'-0" 3 /In' n" IIAVN rl r- m I'll I 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 0 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 LUGES FR(._)'vl PAVEMFN'l, Sl[)k WALKS, OR OTHER STRUCTLJRF�,)- 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 44-6/6 6. WWF NOT NEEDED FOR SIDEWALK EXTENSION. POURED JOINT SEALER )�" BACKING ROD NEW PCCP NEW OR EXISTING STRUCTURE OR PAVEMENT PREMOI,DED EXPANSION JOINT FILLER, FULL DEPTH ISOLATION JOINT DETAIL NTS AP FOR BID .&Y OF RENTON KA—T E APPROVED FOR CONSTRUCTION 61TY OF RgNTON DATE 00 0 cq li 0 LAJ W (n z y 0 u1i 0 Ld cl 3: to a_ Ld ca 0 U) Elul' w 6 z En co VA vot z 0-A ;2: 10A 0 4 (D z z 0 UL. Z I 0 z :r cl) 0 z (1) < LLI U) uj 0 LIL 0 � 0 � z W Q 0 u 0 > < z z 0 z SHEET: 26/RD-1 2 OF: 70 JOB NO.: 17534 DWG: STD —DETAILS 0£ 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 RAMPMAXIMUM 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. 16 1 4 9 102+00 - I - - - - - - 4.44' 1 5# 1 3 # 18 810. Z.01 19 I v 20 21 I 5'0 9 @ p 0.5% R SOUTH SIDE S 130TH ST RETURN AND ADA RAMP TABLE • 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 on 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 1 RAMP/PRC 101+63.02 16.57 RT 311.07 6 L=7.08's, 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 6" 13 RAMP/DRWY 101+85.81 14.63 RT 311.27 2" (14) RAMP 101+89.81 14.57 RT 311.30 2 (15) RAMP 101+94.81 14.51 RT 311.35 6" 16 LANDING 101+99.25 14.45 RT 311.39 0'*/6" Cl A LANDING 102+04.25 14.38 RT 311.41 0'*/6 Cl 8) RAMP 102+07.25 14.35 RT 311.43 6$# cl 9 RAMP 102+11.25 14.29 RT 311.45 2* 20 RAMP/DRWY 102+14.06 14.26 RT 311.46 2" L=9.40', R=15.00' A=35*54'51" 102+24.26 29.12 RT 2 PT/RMP/DWY 102+24.06 14.12 RT 311.51 6" C2 2 RAMP/PRC 102+32-90 16.86 RT 311.40 6 " L=9.36'o R= 15.00' A=3245613'" 102+41.54 4.60 RT (23 PT 102+41.69 19.60 RT 311.32 6" 24 I MATCH 102+49-53 19.51 RT 311.28* 6 5' 2.5' 0 50 10 b SCALE: 1 =0 elm D FOR BID •RiATON bATE APPR�VO�' FOR CONSTRUCTION ITY OF RENTON DATE 0 2's TWO INCHES AT FULL SCALE. IF NOT, SCALE ACCORDINGLY J dr- ]► Q < a a - a. z 0 V) 00 4ap ro IA Fgo 014 CD A 'ek 4s pR I z 6� U z 0 LL. z z 7: cr) 0 Q z X w OC LL 0 D 0 � 0 (r) uj z Ill w cl 0 0 > < z z 0 z OC SHEET: 27/RP-1 OF: 70 a JOB NO.: 17534 DWG: RAMP-DET I w U Q oo N a� cl- 3 l.,.a cn .6 0 03 0 0 C c� V) W 0 �n a� a� c� 0 _a z 0 z W c� 0 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 1024.53.70 15.26 LT 312.48 60 L=3.27'9 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" c3) PRC 102+52.44 17.60 LT 312.66 6" i 02+63.56 45.23 LT C4) 1 /4 102+56.10 23.96 LT 313.23 6" C5) 1 /2 102+58.80 30.79 LT 314.01 6" (6) 3/4 102+60.46 37.93 LT 314.85 6" C7) PRC 102+61.06 45.25 LT 315.70 6" L=5.27', R= 2.50' A=120*48'43" 8+59.51 35.64 RT C8) 1 /2 8+57.31 34.39 RT 315.82 6" (9) PT 8+59.54 33.14 RT 315.94 6" Cl 0) FLOW LINE 8+85.80 33.22 RT 314.62 6" cl 1 PC 103+09.02 20.52 LT 313.28 6" L=6.46', R=2.50' A= i 48'02'39" 103+07.?2 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 " 14 FLOW LINE 102+80.73 15.57 LT 312.71 6 " 5. A cOr 0jlv � 9 xo _ 102+0o ` ADDITIONAL CURB RAMP NOTES-- N. 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. (� i ATE DATE 0' 1" 2" TWO INCHES AT FULL SCALE. IF NOT, SCALE ACCORDINGLY 00 U) V) T_ , F- o 4 N VW'1 W W U x lJ d U 0 0- ii W d Z 0_ t� 6 z � t�J �►'z �w .. a c> Apo ti 4as t� z u z < a u_ 0 w z � O w Z = J w UL 0 H Q F- O cn w z w � (.� > x Z 0 E-- z w SHEET: 28/RP-2 OF: 70 JOB NO.: 17534 DWG: RAMP-DET ll w 0 U 00 a N cr w a c. 0 V) 0 c- CL C. 0) W a� 0 011 �a 0 D 0 V) a) D �rr+J /L.. V h_l C W k_ s- Ln r� ,-r z w i NORTH SIDE S 132TH ST RETURN AND ADA RAMP TABLE NUMBER TYPE STATION OFFSET FLOWLINE ELEVATION CURB HEIGHT DESCRIPTION CENTER Cl) MATCH sj.nn239.98* 0" C2) - - 200+81.74 15.00 LT 246.12 6" C3) 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 C4) 1 /4 201 +05.00 17.12 LT 250.65 3 " C5) 1 /2 18+91.67 37.65 RT 250.80 0" C6) 3/4 18+87.06 31.82 RT 251.20 0" C7) PT 18+80.01 29.47 RT 251.60 0" C8) RAMP 18+74.55 29.30 RT 251.89 0" Cg) RAMP 18+59.56 28.82 RT 252.87 6" Cl 0) MATCH 18+54.57 28.66 RT 253.19* 6" 11 SW MATCH 2O0+71.55 23.50 LT ----- Cl 2) SW PC 200+75.61 23.50 LT --- -- L=10.35'„ R=15.00' A=39'31'04" 200+75.61 8.50 LT cl 3 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" 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 ------ -_ 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. • I ` A APW FOR BID r'.. OF RENTON DATE / f APPROVED FOR CONS UCTION 201+00 ffQQ t CITY OF RENTON DATE I i t 0 1" 2" TWO INCHES AT FULL SCALE. IF NOT, SCALE ACCORDINGLY N V) W ' 0 d X 0 a a a per,, Q W Q G] 2 Cy cn L� OC 6 z Rw t ti N co 4P�B 0 tom.. V Z' V st W w (� ... o 0 0 LIJ Z Ill W cl 0 0 > a _Z Y Z Z Ill SHEET: 29/RP-3 OF: 70 JOB NO.: 17534 DWG:RAMP-DET Li 0 0 IN cy) Lij C) C) c: U) c: Cp 0 8�3 (3) C-) 0 cy) c: U) (7 0 U) Q) 0 -4-� c: Q) Ln z 0 LJ af "I" I ISLAND (RENTON AVE S) RETURN AND ADA RAMP TABLE NUMBER TYPE STATION OFFSET FLOWLINE ELEVATION CURB HEIGHT DESCRIPTION CENTER PC 18+74.54 14.74 RT 252.52 69# L=26.10', R=8.31' A= 180'00'00" 18+74.54 6.43 RT C2) 1/4 18+68.66 12.30 RT 252.80 6 w (3) 1/2 HP 18+66.23 6.43 RT 253.09 6" C4) 3/4 18+68.67 0.55 RT 252.93 6'" (5) PT 18+74.54 1.88 LT 252.66 6" C6) LANDING 18+82.55 2.17 LT 252.16 0"/6'*--- C7) LANDING 18+91.05 2.47 LT 251.62 0w/6 so C8) PC 19+11.85 3.22 LT 250.31 6" L=15.62's R=7.50' A= 119* 1855" 19+12.12 4.28 RT C90 9) 1/2 19+18.46 0.26 RT 249.93 6 (i PCC LP 19+18.79 7.71 RT 249.58 6 " L= 16.97% R= 15.00' A=W48'06" 19+05.46 0.84 RT 1/2 19+13.03 13.79 RT 250.01 6p@ 2 PT 19+04.92 15.83 RT 250.43 6" LANDING 18+83.51 15.06 RT 251.84 0"/6" 14 LANDING 18+75.02 14.75 RT 252.41 0"/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- AN_a_ADA RAMP TABLE NUMBER TYPE STATION OFFSET FLOWLINE ELEVATION CURB HEIGHT DESCRIPTION CENTER (19) MATCH 18+62.91 28.93 LT OIZ* 252.83- 6" 20 RAMP 18+67.91 29.10 LT 252-52 6 tv 2 D LANDING 18+82.90 29.60 LT 251.54 on 22 LANDING 18+88.90 29.80 LT 251.15 on 23 RAMP 18+94.89 30.00 LT 250.76 6" 24 MATCH 19+05.76 30.36 LT 250.05* 6 so ** SPILL CURB \ i 0 19 6' 20 0 `' 00 0 000 0 co .0 0 to a 21 0o- o o0c 61 0 4 2 2 6.' 15 16 24 2 01 0 2.1% o 0 0 0°0°0 �' �, 0 7 100010 ow 00 0 00 "N 000 0 00 0.77* 00 tK 000 110 00 0 00 00 0 14 00 0 0000 00 0 0 04, 0 000 0 8 17 X'b 13 8 00 0000 00*0 000 00 0 1 00 ti 0 000 0 00 0000 000 000 0 S 132ND ST 0000 00 00 000 00 0 Alp 000 12 0 00 0 0 co 00 000 0 0 00 ,a 10 A - 0 2" TWO INCHES AT FULL SCALE. IF NOT, SCALE ACCORDINGLY I 00 W 0 04 I LLJ IaJ (n LAJ z 0 W LLLJ !R r 0 O (n cr- 0 Z N 00 0 *A 1� in 0 z z 0 LL 6 w Z Z_ r 0 w I-- w (1) Z Lu LL 0 0 F- 0 cf) w z w w a 0. 0 0 > < Z 0 z w SHEET: 30/RP-4 OF: 70 JOB NO.: 17534 DWG: RAMP-DET I LLj 0 z 00 Lli C) I CL C) Q) V) Q) V) c 0 �d Cn 0 0 0 0 0) Ln z 0 z Ld ry- 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 Cl) RAMP 200+97.69 21.30 RT 246.80 0" L=26-917, R=100.00" A= 15*27" 1 On 200+90.08 121.01 RT (2) RAMP 201+07.06 22.47 RT 246.93 6w C3) 1/2 201+11.03 23.23 RT 246.99 6" C4) PCC/RAMP 201+22.29 26.34 RT 247.19 6" L=51.07' R=175.00' �= 16-43# 1 On 200+60.94 190.19 RT (5) LANDING 201+33.56 30.97 RT 246.83 0 C6) LANDING 201+39.15 33.64 RT 246.47 0 _J� C7 RAMP 201+44.47 36.41 RT 246.12 6" 1/2 201+47.03 37.83 RT 245.87 6" (9) 3/4 201+57.90 44.51 RT 245.19 6" 10 PT/MATCH 201+68.26 51.96 RT 244.49* 6" SOUTH ISLAND, RENTON AVE S & S 132ND. ST RETURN AND ADA RAMP TABLE NUMBER TYPE STATION OFFSET FLOWLINE ELEVATION CURB HEIGHT DESCRIPTION CENTER Cl 1) PRC 201+19.28 6.71 RT 248.41 6m L=7.101, R=2.50* A= 162*40"03" 201+20.10 4.35 RT Cl 2) 1/2 I 201+17.64 3.89 RT 248.54 6" 13 PT 201 . . . 0„ 6„ / Cl 4) RAMP 201+28-38 2.12 RT 248-61 0"/6" (15) RAMP 201+34.37 2.32 RT 248.56 6" 1 PC 201+35.24 2.35 RT 248.55 6" L=11.188'0 R=15.00' A=45023'38" 201+34.74 17.34 RT 17 1/2 201+40.99 3.70 RT 247.33 6" 18 PT 201+45.77 7.17 RT 247-9219 6 " PC 201+68.67 31.99 RT 245.62 6" L--4.55 R= 1.50' A= 173' 40'36" 201+67.57 33.00 RT (26) 1/2 201+68.65 34.05 RT 245.65 6" 21 PRC 201+66.59 34.14 RT 245.68 6" L=55.01's R=145.00' A=21 *44'17" 200+71.52 143.62 RT 22) 1/4 201+55.79 25.62 RT 245.59 6" (2 3 RAMP 201+46.71 19.64 RT 247.20 0" 6" 24 RAMP 201+41.58 16.67 RT 247.54 0n/6 25 3/4 201+32.03 11.85 RT 248.04 6" 201+00 @3 -4- 50 2.5' 0 5* 10 SCALE: 1 "=5 APPROVED FOR CONSTRUCTION I 1 10, 114II-IA- cfff'6V'RENTON 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. /Z 10 DOE �� 1 DATE x 0 2" TWO INCHES AT FULL SCALE. IF NOT, SCALE ACCORDINGLY 00 (1) va T_ it o w a w w Gl W m 0 a a- Q_ z 0 V) 6 z cn oj z C4 0 z tJ 0 U. F- w U z i w0 w F_ z w D w 0 0(L U. cn 0 w z az w V> z z 0 I— z SHEET: 31/RP-5 OF: 70 JOB NO.: 17534 DWG: RAMP-DET I E _J Li 0 117. M 00 T_ o C114 ui L4_J Q .5 CL 0 -C CL C C" 0 0) 0 0 0 It :D W a) 0 0 4-1 as LO Z 0 1- Z W A FOR BID .�'1/.[1.fIlI� City OF RNTON DOE APPRQYEM FOR CONDUCTION UCTION 0* OF R6TON DATE NOTES t. A 1. The Detectable Warning Surface (DWS) shall extend the full width of the curb ramp, -2 C� DETECTABLE WARNING 'I B landing, or other roadway entrance as applicable. Exception: If the Manufacturer of E-1 I MIN- MAX. SURFACE (DWS) - the DWS requires a concrete border around the DWS, a variance of up to 2 inches CURB RAMP, LANDING, CUT. A 1 60" 2.40" THROUGH OR WALKWAY SEE NOTE 3 on each side of the DWS is pennitted. 8 0 65" — 2. The Detectable Warning Surface (DWS) shall be placed at the back of curb, with the A 8 D C 0.45" 0,90" two leading corners of the DWS panel placed adjacent to the back of the curb, and i with no more than a 2 inch gap between the DWS and the back of the curb measured D 04' 1,40" BACK OF CURB . ... . .. . 2' 0" MIN, - at the center of the DWS panel. Exception- If the Manufacturer of the selected DWS TRUNCATED DOME SEE NO TYP OF ALL ... ......... ...... T .... E 0.2" 0.2" APPLICATIONS requires a concrete border around the DWS, a variance of up to 2 inches from the back of the curb is permitted (measured at the leading corners of the DWS panel) - SECTION CA) TRUNCATED DOME SPACIN SEE NOTE 3 3. The rows of truncated domes shall be aligned to be perpendicular to the grade SEE STANDARD cpECIFICATIONS FOR COLOR OF SURFACE break at the back of curb. MATCH.TO��IPF 4. The rows of truncated domes shall be aligned to be parallel to the direction of travel. TRUNCATED DOME DETAILS CURB AND GUTTER ``LANDING, -- LANDING, CUT -THROUGH OR 5. If curb and gutter are not present, such as a shared -use path connection. the WALKWAY Detectable Warning Surface shall be placed at the pavement edge. (X DETECTABLE WARNING SURFACE DETAIL See City of Renton Std. plan - 102 (sheet 23/RD--9) and CO LANDING I. OFFSET6. ., 101 (sheet 24/rd-10) for sidewalk and curb romp details. CURB RAMP SEE NOTE 87. 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, WIDTH OF WALKWAY WALKWAY 8 When the grade break between the curb ramp and the landing is less than or equal to 5 ft. from the back of curb at all points, place the Detectable Warning Surface on the WALKWAY WALKWAY t.. WIDTH OF CUT' THROUGH (TY'P.) bottom of the curb ramp directly above the grade break. DETECTABLE WARNING SURFACE (DWS) - WIDTH OF CUT -THROUGH SEE NOTE 4 CURB RAMP (TYP.) :3 Z BACK OF CURB W U. FLARE FLARE 12 - 0" 7 - 0" MIN, SINGLE DIRECTION CURB RAMP ca (GRADE BREAK BETWEEN CURB AND MIN. LANDINGS 5 FT. FROM BACK OF CURB) Z (SEE NOTE 6) < DETECTABLE WARNING DETECTABLE WARNING LANDING BACK OF CURB DIRECTION OF SEE NOTE 2 SURFACE (DWS) - SURFACE (TYP.) - UJ Y_ SEE NOTE 3 SEE NOTE 3 a < TRAVEL WIDTH OF CURB RAMP BACK OF CURB - CURB RAMP BACK OF CU14B - SEE NOTE 2 CO SEE NOTE 2 WIDTH OF PERPENDICULAR CURB RAMP WALKWAY WALKWAY (SEE NOTE 6) - ISLAND CUT THROUGH 2' 0" MIN. WIDTH OF CURB RAMP. LANDING OR WALKWAY DETECTABLE WARNING SURFACE (TYP) - DETECTABLE WARNING SEE NOTE 3 SURFACE (DWS) - SEE NOTE 3 ....... BACK OF CURB - BACK OF CURB - SEE NOTE 2 SEE NOTE 2 MEDIAN CUT THROUGH SINGLE DIRECTION CURB RAMP DETECTABLE WARNING b WIDTH OF SHARED - (GRADE BREAK BETWEEN CURB AND SURFACE (DWS) - USE PATH OR LANDING > 5 FT. FROM BACK OF CURB) SEE NOTES 4 & 7 iD (SEE NOTE 6) WALKWAY (TYP. (0; U-) CURB RAMP CURB RAMP WALKWAY LANDING WALKWAY WIDTH OF CUT -THROUGH SHARED -USE MODIFIED (TYP.) I PATH OR WALKWAY DETECTABLE WARNING ROUNDABOUT SPLITTER SURFACE ISLAND PAVEMENT SHOULDER Z EDGE J7 ...... STANDARD PLAN F-45.10-02 RAIL vp SHEET I OF I SHEET DETECTABLE WARNING DETECTABLE WARNING SURFACE (DWS) - APPROVED FOR PUBLICATION BACK OF CURB - SURFACE (DWS) - SEE NOTE 3 PATH OR "qvItIer, J01 SEE NOTE 2 WIDTH OF WALKWAY SEE NOTES 4 & edoewe'm fivi Jul It Mlh , ?6 Pki LANDING STATE DESIGN ENGINEER PARALLEL CURB RAMP PEDESTRIAN RAILROAD CROSSING PLACEMENT GUIDELINES SHARED -USE PATH CONNECTION V70 Washington Slot* Department of Tron"riolion (SEE NOTE 6) NOTES 4'0" MIN. 4'- 0" MIN,_ A SEE - SEE CONTRACT PLANS CONTRACT PLANS- 1 1. At marked crosswalks, the connection between the landing and the JOINT EXPANSION 318" 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 SEE NOTE 9 CITY OF RENTON LANDING 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, -9) (SHEET 231RD (SHEET 23/RD-9) 3, Do not place Gratings, Junction Boxes, Access Covers, or other appurte- SIDEWAI.K nances on any part of the Curb Ramp or Landing, or in the Depressed CURB AND GUTTER C 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 CURB RAMP CURB RAMP DETECTABLE WARNING SURFACE - 5� See City of Renton Std. plan - 102 (sheet 23/RD-9) for Cement 4'. 0" MIN. - Concrete Sidewalk details. 'See Contract Plans for width arid SEE STANDARD PLAN F-45.10 SEE CONTRACT PLANS DETECTABLE WARNING SURFACE - 4'- 0" MIN placement of sidewalk. SEE STANDARD PLAN F-46.10 SEE CONTRACT PLANS (THIS SHEET) FACE OF CURB (THIS SHEET) FACE OF CURB DEPRESSED CURB AND GUTTER 6. The Bid Item "Cement Concrete Curb Romp Type ---" does not DEPRESSED CURB AND GUTTER include the Curb and Gutter, Depressed Curb and Gutter, or CROSSWALK CROSSWALK Sidewalks. 0 _J 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, PLAN VIEW DETECTABLE WARNING SURFACE - PLAN VIEW the running slope of the curb ramp is allowed to exceed 8.3%. Use a single U_ TYPE PARALLEL A SEE STANDARD PLAN F-46-10 TYPE PARALLEL B constant slope from bottom of ramp to top of ramp to match into the sidewalk (THIS SHEET) i I ca 4 - Y'MIN over a horizontal distance of 15 feet- Do not include abutting landing(s) in SEE CONTRACT PLANS GRADE BREAK the 1 5-foot max. measurement. When a ramp is constructed on a radius, the 15-foot max. length is measured on the inside radius along the back of the 10 CONTRACTION JOINT (TYP) - SEE CITY OF RENTON STD. PLAN -102 «a COUNTER SLOPE walkway. FOR CURB RAMP LENGTHS GREATER THAN 8'- 0"PROVIDE (SHEET 23/RD-9) TOP OF VMAY, - _ CONTRACTION JOINT EQUALLY SPACED 4'- 0" MIN � OC. ! ROADWAY 8. Curb Ramps and Landings shall receive a broom finish. See Standard Specifications 8-14. —7 9, Pedestrian Curb mabe omitted if the ground surface at the back of the PEDESTRIAN y DEPRESSED CURB AND GU TTER - y CEMENT CONCRETE PEDE LANDING SEE CITY OF RENTON STD. PLAN - Curb Ramp and/or Landing will be at the same elevation as the Curb tL CURB - SEE NOTE 9 §1 101 (SHEET 2411110-10), AND NOTE 6 Ramp or Landing and there will be no material to retain. SECTION 4'- 0" MIN, 15- 0" MAX. (TYP.) LEGEND SEE CONTRACT PLANS I SEE NOTE 7 SLOPE IN EITHER DIRECTION SIDEWALK 15' - 0- MAX. (TYP.) R - CY'MIN. 15- 0" MAX. (TYP.) GRADE BREAK 1.5% OR FLATTER RECOMMENDED FOR GRADE BREAK DESIGNYFORMWORK (2% MAX,) E NOTE 7 SEE CONTRACT PLANS SEE NOTE 7 CL zT 7.5% OR FLATTER RECOMMENDED FOR DESIGN/ SIDEWALK GRADE BREAK GRADE BREAK FORMWORK (8 3% MAX) - SEE NOTE 7 CURB RAMP 3e8" (IN) EXPANSION JOINT (TYP) - SEE NOTE 9 PEDESTRIAN CURB - LANDING SEE . CITY OF RENTON STD. PLAN 41 CURB RAMP - 102 (SHEET 231RD-9) 1� CURB RAMP LANDING 3/8" EXPANSION JOINT (TYP) - SECTION SEE CITY OF RENTON STD. PLAN - 102 OC (SHEET 23/RD-9) SECTION (ALONG INSIDE RADIUS AT BACK OF WALKWAY) (ALONG INSIDE RADIUS AT BACK OF WALKWAY) "CEMENT CONCRETE CURB RAMP TYPE PARALLEL B" PAY LIMIT - SEE NOTE 6 TO INCLUDE ADJACENT CURB AND "CEMENT CONCRETE CURB RAMP TYPE ----- PEDESTRIAN CURB PER THE PARALLEL A" PAY LIMIT - SEE NOTE 6 --- SPECIFICATIONS. QDIFIED TO INCLUDE PEDESTRIAN CURB PER THE SPECIFICATIONS. PARALLEL CURB RAM N_ STANDARD PLAN F-40.12-03 SHEET I OF 1 SHEET FOR PUBLICATION CoopenlLt. MY J. 29 2016 2 27 IM ISOMETRIC VIEW ISOMETRIC VIEW STATE DESIGN ENGINEER TYPE PARALLEL A PAY LIMIT TYPE PARALLEL B PAY LIMIT Washington State Department of Transportation C0 In W 0 (n W Z y 0 W 0 rke LLJ a- X 01 a- W Z 0 cr_ 6 Z N OD Z ICy '4 Cb 0 Z U Z 0 q< LL Z F- 0 Z -F W 0 V) < 3C W W W Z 3: 0 W 0 UL 0 0 (A W Z W 0- > Z Z 0 Z W SHEET: 32AR" P -6 OF: 70 JOB NO.: 17534 DWG: STD —DETAILS W z z cy 0 Q L0 rn O Ul -o Q U a� a a� 0 0 0 0 O i 0 U) (D ftf - D 0 cn a� a� Q c 0 c a) d- Ln 0 z w ry R1=2 48"x48"x48" \ HOSSEIN AGHAKASIRI CEEVAALMONIDOVAR #214480-02000-0205 RENTON AVE S V "RENTON AVE S 130TH ST�V,j� � HOSSEIN AGHAKASIRI "gTOP" #214480-0260 �� `� � � "SPEED LIMIT �� 5 0,�� / 1 � / toy \O � f � / 6R9-3A � \�� / � 1 < ROUTE #106 � r 18 x18 9+53.99 20 LT / 10+04.08 / 31 LT 9+36.32 9+16.65 5 LT 5 / / 6 RT / 9+49.94 7ft 10/ 9+00 � 5LT 10+26.81 9+50.18 6 RT T "RENTON AVE S" N / / 3 6 RT "S 130TH T" '- / 9+33.28 19 RT "RENTON CITY LIMITS" "SPEED 8+93.50 N / LIMIT 25 10 �'� 19 RT / 103+36.34 "STOP" UNLESS OTHERWISE `OSTED" � DO NOT ENI 7 JESSICA AND DONOVAN SYDOW I #214480-0206 / Q3 Op Il1-10, i' � 2 10,01, s rrP. / �� / / '`/ pax cj / / / a. \� / �;' i Ae000' �• '/ \_1 01 +02. 4 / KAY AND FRANKLIN McCUISTION #214480-0310 1100, /' m 6 / / / / 1 � O � \ DON YOUNG #214480-0300 FRFn vni wr: \ � 0 #214480-0306 pd 0 GENERAL 5 10+26.97 10+84.66 5LT 30LT 10+26.80 19 ._ RT \ ROUTE #106 5 + USE CROSSWALK R9-38L R9-3 18"x 12" 18"x18" 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 \ Q REFLECTIVE SHEETING PER WSDOT STANDARD SPECIFICATIONS SECTION �-28.12. � 3. ALL PAVEMENT MARKINGS SHALL BE THERMOPLASTIC UNLESS INDICATED � OTHERWISE. \ 4. RACTOR 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 1 PE W D T 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. --� -RENTON -- --.. AVE Lm 1 ~ W 11+18.64 5 Lu 16 LT () 11 i 0 cV � ^ ' w (nO C ^ O 0) 3 r. Q "SPEED LIMIT 35" 8 c j W C__MINTER LLC #214480-0295 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. APPROVED FOR BID CITY OF RENTON DATE APPR . D FOR CONSTRUCTION eTY OF RENTON DATE " 20' 10' 0 20' 40' 0 1 2" SCALE: 1 "=20' TWO INCHES AT FULL SCALE. IF NOT, SCALE ACCORDINGLY rn cn V) Zn F- o a>o o N � Q .. o w w > Z Y w 0 0 0 Q � a w r- a LLI 5; 0 Paz z r(�Z 0 ow0 Zo< U) �', MZN tY oQW z Q o z QCwDU Q o Z ,S qN j� �•� Fo 000 P G EZ UN VA Z.� coH a z Pg 0 _z U z Q o IL 0 z U) z z 2 z W = o LL U) 0 W w z z i- 0 = Ill V 0 > V 0 Q _z z Y 0 Ir- z W SHEET: 33ICH-1 OF: 70 JOB NO.: 17534 DWG:CHAN t♦J N w Z (10 1 Q 0 Q C) rx 0 d- Q U a.� v� 0 s a c Q co a) 0 0 0 0 i c �v 0 D all c- 0 V, Q C 0 c a; N- Lo w ry r- C� M w w Z w w r 0 0 N Q H- m w Z V w 0 m a w w r 0 O a F- w z J V F- Q ep o" 200+34.22 3 RT ` 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 1 9 --- 28.1 9. 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. 0 4. 0 RACTOR SHALL F NISH AND INSTALL TEMPORARY PAVEMENT MARKINGS IMMEDIATELY FOLLOWING PAVING. W m w CHANNELIZATION NOTES: w ' 1. CONTRACTOR SHALL FURNISH AND INSTALL 4" PAINTED EDGE LINE W/ 0 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. IQ cl) 3. CONTRACTOR SHALL FURNISH AND INSTALL TWO-WAY LEFT TURN LANE w PER COR STANDARD PLAN PAGE H001, SHEET 39/CH-7. Z 4. CONTRACTOR SHALL FURNISH AND INSTALL APPROACH LINE PER COR J = STANDARD PLAN PAGE H001, SHEET 39/CH-7. V 5. CONTRACTOR SHALL FURNISH AND INSTALL LANE LINE PER COR QF_ 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 1 PER W DOT 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. ,-) 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. ch 5. CONTRACTOR SHALL FURNISH AND INSTALL NEW SIGN(S) AND POST PER Tr COR STANDARD PLANS 129 AND 134, SHEET 38/CH-6. y V 6. CONTRACTOR SHALL COORDINATE WITH METRO TRANSIT FOR TEMPORARY SIGN RELOCATION DURING CONSTRUCTION AND FOR PERMANENT SIGN M LOCATION. F- w w 0 w w U) r O 0 N a F- w w z J 0 F_ Q APPROVED FOR BID CITY OF RENTON DATE APPROVED FOR CONS1 UCTION CITY OF RENTON DATE 20' 10' 0 20' 40' SCALE: 1 "=20' 0 1" 2" TWO INCHES AT FULL SCALE. IF NOT, SCALE ACCORDINGLY rn U) (n U) o m �J- N I Q . . o m > z Y _ CL � a Q � w � a o z � W OOw LLJ >ZW�w� Q0 Z J O T M Q pf Z O v� oZn0<wPz go�WL'- ZN(n0 j_..IWU�(n Z Z Z Q Ci W W Z W�� Z O Z Q J r ' Q owmw .--I - 6 z i O � f E- s �5 11 I pg°� C7 Z_ z Q o u. w 0 z Z = cn z E- a Z = z w = O � 0 Q N LJL U O w w Z = z = 0 w V U > U 0 a z Z Y 0 F- Z w SHEET: 34/C H -2 OF: 70 JOB NO.: 17534 DWG: CHAN N W Q V) Q 0 Q 0 Q 0) 0 rn 0 CN cr Q U U r c 0 n 0 c- cn 0 0 0 0 a Q) s 0 a� C 0 4-1 v ry Ln r' 0 z w N 2 U M �.- -H W o W N = r- co 44 W 00 W 0 00 CD N -H a N W -H _Z 00 I U -H [�1 ANH PHAM AND U 22+21.01 21 +06.74 21 +68.72 3 LT 21 i 00 7 LT 6 RT 22+00 8 d- d= 2 c6 STA. 21 +25 "SPEED LIMIT 35" 1 / r / / / / / i i PHU BUI I � TESSA COOK \ #214480-0845 MISSION WEST FOUNDATION 23 + 00 WA i �,n r OR ICE" 1 0 J ul -H CD o ul N ui +1 44 0 O in 04 c6 + N CV cn r w Z � J r SANDRA AND DAVID GONZALES #214480-0776 _s \ �/� \ #214480-0765 ..- \ KING COUNTY PROPERTY SERVICES #214480-0852 r. 0 `��. �. "! � SANDRA AND DAVID CI _� GONZALES �L! , #214480-0776 ZNTON AVE S N �Q co 5 Z 24+39.37 25+0 2 j 0 RT Z �JI i r� NI OPP co 0 tJ� �� `� �� .�r '�� +�i +..sir �.�.� �.r�r ��. �.� �rr� �� r�� n.wr� ��. �.� �rr.� �� i! �� a• __- -• -! �•� SANDRA AND DAVID GONZALES \ #214480-0776 \ \ \ LAKERIDGE DEVELOPMENT \ INC #214480-0851 +00 0 C) r 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 1:ALL 8.12. 3.PAVEMENT MARKINGS SHALL BE THERMOPLASTIC UNLESS INDICATED RWISE.4. RACTOR SHALL FURNISH AND INSTALL TEMPORARY PAVEMENT MARKINGS IMMEDIATELY FOLLOWING PAVING. 0 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 1 PEE W D T 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. (D 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. APPROVED FOR BID CITY OF RENTON DATE APP VED FOR CONSTRUCTION CI OF RENTON DATE 20' 10' 0 2040' 0 in 2" SCALE: 1 "=20' TWO INCHES AT FULL SCALE. IF NOT, SCALE ACCORDINGLY r -' o m o ~ N w > Z Y Q W ate. 0 0 0 a i o a- 0! a o, w � Q o o � 5; wQ0 z z T-- r7 Z 0 owo zo< v_' :2 Z N 0_j_j Q w z wwz oW= Q00 �- 6 Z G�Ez E-1 Q O P111 Her CS °�� 0 z U Z Q o LL � z = (1) W Q a Z = z W = 0 °C � 0 J 0 W W �- Z z o = W V U > U c� Q z_ z Y 0 z W w SHEET: 35/CH-3 OF: 70 JOB NO.: 17534 DWG: CHAN N W U a V) Z 0 .A 0 d- Z (D V) V) 0 n c a� U) a� 0 0 CD 0 0 U 0 U) aD 0 a) a� Q c 0 c a) ry d- z 0 z w ry ►io w O m Q- W W O � j 00 M 0) W z V E-- I I SCHWAB 214480-0905 i I RENTON AVE S I 33+00 e 34+00 0 N 0 N r 0 N 0 N - I SCHWAB #214480-0905 I I I I R9 -3A 18"x18" i I I n r z m N -1 Ln 35 0 0 m m m T W n T 6 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 1 9—28.12. 3. ALL PAVEMENT MARKINGS SHALL BE THERMOPLASTIC UNLESS INDICATED OTHERWISE. 4. N RACTOR SHALL FURNISH AND INSTALL TEMPORARY PAVEMENT MARKINGS IMMEDIATELY FOLLOWING PAVING. 0 CHANNELIZATION NOTES: M 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 J 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. t- 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 n STANDARD PLAN PLAN PAGE H002, SHEET 39/CH-7. Ll 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. = J 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 1 PE W D T 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. (D 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. APPROVED FOR BID CITY OF RENTON DATE APP 0 D FOR CONSTRUCTION CI OF RENTON DATE 20' 10' 0 20' 40' SCALE: 1 "=20' 0 1 " 2" TWO INCHES AT FULL SCALE. IF NOT, SCALE ACCORDINGLY �O� -' o n o ~ CV I < o © w w > Z Y O w a- Q I CL 0 © U Q Q � w \ o w V) haw w<0 z z r— r) z o coLj0 V)z0Q Z N 0QW Z wwZ oz< 0 w 2 QC�U Qo z ON j� h a 0 � pgo 4~ VA 4� Gl 4 pgo 0 Z V z Q o IL Z = cl) W a a Z = z W o � ILLo .J O W w Z y' Z z Z o W = U > U 0 Q Z Y O F_ z W OC SHEET: 36/C H -4 OF: 70 JOB NO.: 17534 DWG: CHAN N w U Q V) a 0 0 Q 0 rn o N Q U U Q V) c 0 V) 0 �a 0 O 86 0 O c s_ 0 Qi as Q c 0 c a> ry Lo W lif 1-11 w 0 00 a w ui 0 0 coc M w J V _= .%SNI i 1 MARCIA LEON AND RICK LI #214480-0890 1 ---------- RENTON AVE S V M w w z 0 w w U) 00 CD c+� J ice\ X F1X 00 35+54.74 12 LT 35+54.64 36+26.50__,i� 5 0RT 12 LT 36+00 I �- U 36+26.84 0 LT- 35+54.55 12 RT 36+27.18 58 12 RT ANN WAN #214480-0887 PEDESTRIAN XING SYMBOL LEFT ARROW SYMBOL / WILBUR REPP #214480-0880 ANN WAN � #214480-0887 � 5 ,4 Q v v c v X a a a 0 WOOF CA Z N 38 W 0o 0 m r rn�{ V3 �m r 0 '"_�SIGNAL AHEAD 5 ``` CITY OF RENTON VAC4214480-0867 V4 sr R9-3A ;" SW--V1�ORIA ST 18"x 18" - �. „STOP" NO LEFT TUR-' MBOL "7AM-9AM 4PM-7PM'*�_. 44 O c ' 37+00 Y / J CInrWA1 u r1 ncrn A� c� a0 3 LT cO 8 TYP. 39+05.79 G Kp 4 RT N 39+76.04_j-- 5 40+55.82 8 RT 4 8 RT C 00 O � � 40+55.78 19 RT f u ~ EDWARD GIESLER \ #214480-0866 f MADELEINE AND JOHN MOORE #214480-0868 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 1-28.12. 3. ALL PAVEMENT MARKINGS SHALL BE THERMOPLASTIC UNLESS INDICATED OTHERWISE. 4. N RACTOR 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 1 PER W D T 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, C> 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. APPROVED FOR BID CITY OF RENTON DATE APP 0 D FOR CONSTRUCTION C(W OF RENTON DATE 20' 10' 0 20' 40' 0 1 " 2" SCALE: 1 "=20' TWO INCHES AT FULL SCALE. IF NOT, SCALE ACCORDINGLY rn U) U) 0 m ~ w Y z p W Ld LQ- 0 0 U Q = 0 j< I c� Q, w \ o o L w wzo °y '¢ z z .- r7 z o 0wo U) Zo<2*j gZN cr :D J _1 w z z LAJ ,LJ aw= <C 0 U <z { r_ rn w `� r F Q a V t1EZ rn d 0 z_ V z Q o LL. 0 ce Z = v) W Q I` 3 w a Z w � O o � � J 0 w W z = z 0 Z = ...�. W V o > c� Q Z Z x p H Z W OC SHEET: 37/C H -5 OF: 70 JOB NO.: 17534 DWG:CHAN 00 _j W 0 00 N vi lij fU Ui C. c 0 0) 0 0 0 C tU LIJ (y lROVFC) z Lli DQENSfONS OR THE,' PARTS, USED 'TO ASSEMBLE THE BASE ul 8 w /141 11 0 w CONNECTIONS ARE. of E. INTENTIONALLY NOT SHOWN. BASE < z Z LIJ Of CONNECTIONS ARE PATENTED, MANUFACTURED PRODUCTS 7u 1.7 1 1 ui Ul 17,T0 ry �` ARE IN COVE" z z TEST AC WIT WITH NCHRP 350 CRASH 0 LLJ z W LL IN CD 0 Cil A, THE CONNECTION DETAILS AIR B, ASE ,E SHOWN ON 1000" co T[flS PL,AN ONLY TO iLLUSTRATE HOW THE PARTS ARE z 0 X N < < ASSEMBLEDa W 0 w LIJ _j 04 cn uj z W 0 2a A 2 (IN) POST MTH A 2 IT/4 (IN) PSST AN"..HOR OR A 2 al 0 ui -D U) LIJ 1/4 (iN) POST WITH A 2 112** PSST ANCHOR MAY BE uj UJ 'co w > 0 SUH'S"JUTAD. SEE CONTRACT PLANS. uu 0 0 W < 20 :r co AIL� . PSQUARSTj < CL 0 _j .--- _j 3LRFOR,D L E�L OST SHALL M PELT THE 8 Co CL - u< x _j LL Llj w o 0 RE0U�Ri`__VFN'TS OF W"', STANDARD SPECIFICATION 9,-""06, z 0 0 o Z cr a m ro z uj UJ Ld 7 0 4. w 0 t.41 Sp '0�111k' i_ ** (3 AS E CONNECTION MANUFACTUREJ� SUPPLIED 7) Ln < �"ARUWARE THAT MEETS THE REQUIREMENTS Of WSOOT 0 Lu — Z o IIJ << < LU T o o Lj <� C_ Lu STANDARD SPECIFICATIONS 06 AND 928,, > (n 1) �_ o 0 L 0 co (n 2 Lu 0 �e to z z z > w w, � uj z Z_� 0 0 m o� (D -.e Q) ev 0 UJ _J w cc 0 W W CL _j ui LL _j CL �— z MWIMMMO ON EXISTING #X1 0 METAL POLE OR LUMINAIRE OF' TRAVELEzD ROADWAY 30' GALVANIZED BOLT WITH GALVAMZED 'WASHE'7RS. j-, W z Cl o TQ _Q (LOWER SOUARI 'TUBE, a, 0 N I Y. z �Ok REIFLECTORIZED SIGNS: MOUNT FACCtt� ` 7,*(degree) 01-ITWARD IF SIGN V130 Ft. T I S_,J"N POST AI INI, CORNER 8(XT Wwtq SIGN 5/ 6, Posl' supp()Rll'__/ 3/� IN) F�,ANGEV LOWER SICK POS"T SUPPORT -- 225" (IN). 7-GAGE, flOT--DIP GAI,.V., REAVY-DUTY AINCHOR COMMERCIAL, CONCRETE SIGN M 0 L'NTI N CJ M 1-47AL POSI" ( I ADOPTED), L ON S I N C' A E STD,. PLAN 129 (�ROUND MOUNI ED s 34 APPROVED., W 0 R K S STREET NAME SIGNS A.PPR,OVED, D E P A.Rl' M P.`4N'F SPEED LESS ,J 40 MP[ -.I) UAT APP93VED FOR BID it Wb RENT6N DATE APPROVED FOR CONS I UCTION Z CltY OF RENfON DATE 00 V) V) U) af CN w w U) w Gj w Q_ I V% i-I 4t 0, 0 z L) z < 0 U. Z 1:5 9 m w on cl) 0 I.- w -:r. w Mru Z 0 z 0 LL U) 0 0 0 uj z W > uj z z 0 < u Z Z 0 z w w SHEET: 38/CH-6 OF: 70 JOB NO.: 17534 DWG: STD -DETAILS E I LAJ z y 0 0 vi LLJ 0 V) Q_ c CT) .6 Q) -a 0 4d 0) CD 0 0 0 0 in 0 :3 c c 0 A. - NO Lc) z 0 z LIJ CENTER LINES 0 0 0 9 0 0 0 0 0 0 0 0 0 0 *--r- 3' 30 4" YELLOW TYPE '1' LINE MARKERS -DOUBLE YELLOW CENTER LINE '--4" YELLOW TYPE 'lid) LINE MARKERS (REFL.) 9 - -------- 3 SINGLE SKIP YELLOW CENTER LINE 4" YELLOW "TYPE 'I' LINE MARKERS 4YELL " I T r r- I I U LINE MARKERS (REEL) TWO-WAY LEFT I UR'l LANE 4" 121 4" YELLOW TYPE 'lid' LINE MARKERS (REFL.) -4 11 YELLOW TYPE 'I) LINE MARKERS 0 0 0 NUMBER OF 2-WAY LEFT TURN ARROWS SPEED LIMIT 25 MPH 200) O.C. SPEED LIMIT 30-35 MPH 2507 OC. SPEED LIMIT 40-45 MPH 300' O.C. CHANNELIZATION MARKERS DETAIL �N - Ir --- ADOPTED CITY OF RENTON + + , ,% , STANDARD PLANS LST DATE:04/04 DWG. NAME: H001 SP PAGE:HO01 APPR OVED FOR BID A5 1i;;2OF_ kREWTON (fATE F APPROVED FOR CONSI UCTION 31 CITY OF RE ON DATE 00 (A (1) V) o � LLJ V) wz x �0! LLJ o LJ 0 a- 0 a_ a. LJ 0 0 (n Z (D z WOW z 0 U. z z 0 U) w w Z 3: 0 z 0 0 LL cf) 0 w :3 w z z z D 0 w z L) > Z 0 z w SHEET: 39/CH-7 OF: 70 JOB NO.: 17534 DWG: STD —DETAILS I 0 U_ >_ Ld 0 z 00 hN CAI cn > C) ga 4-) U) 0 -�i cr, 0 0 0 0_1 15 0 -3 V) 0 :3 0 0 > 0 C LO z z I'li cr A 30 N r - cr i GRID IS 4" (IN) SQUARE MARKING AREA = t4l SQ.FT. ACCESS PARKING SPACE SYMBOL (MINIMUM) GRID IS 4" (IN) SQUARE MARKING AREA 3.09 SQ.FT ACCESS PARKING SPACE SYMBOL (STANDARD) 4" TOTAL MARKING AREA 28.44 SQ.FT. WHITE = 9.76 SOFT SLUE = 18.89 SQ.FT ACCESS PARKING SPACE SYMBOL (STANDARD) WITH BLUE BACKGROUND AND WHITE BORDER (REQUIRED FOR CEMENT- CONCRETE SURFACES) SYMBOL & LANE 11 - 6 3/8* 6 - cr MARKING AREA = 12,08 SQ.FT. SPEED BUMP SYMBOL 36' 100-1- r-cr I- Icr 3- 8" TOTAL MARKING AREA = 1144 SQ.FT. WHITE = 4-82 SO FTBLUE - 8.62 SQ.FT. ACCESS PARKING SPACE SYMBOL (MINIMUM) WITH BLUE BACKGROUND AND WHITE BORDER (REQUIRED FOR CEMENT CONCRETE SURFACES) A SEC11ON A —A SEC-nON B—' RPM TYPE 2 RAISED FACE COLORS Type 20 White and Red Type 2c Yellow and Red Type 2d Yellow and Yellow Type 2e White One Side Only Type 2( Yellow One Side Only RAISED PAVEMENT MARKERS (RPM) • SYMBOL. MARKING A 13 c D USE MARKING AREA YIELD AHEAD SYMBOL TYPE 1 TYPE 2 6'- 9' 2'- 6" 13'- 0" N/A LESS THAN 45 MPH 25,90 SO. F T, 6 - Y' 13- - 0" - - 20' - 9'1 N/A 46 MPH OR GREATER 36.54 SQ.FT. YIELD LINE SYMBOL L— --------------- J_ TYPE 1 TYPE 2 TYPE 2 1'- Cr 6" 11-61. 6" LESS THAN 45 MPH 0,75 SQ.FT, 2'- 0" V - 0" 3- 0" V- 0" 45 MPH OR GREATER 3.00 SOFT. Z - 0" V- U' 3'- V' V- 0" ROUNDABOUT ENTRY 3.00 SQ.FT, U_ 0 W A YIELD AHEAD SYMBOL MINIMUM OF 4 IN LANE D A 0 W YIELD LINE SYMBOL (MULTIPLE SYMBOLS REQUIRED FOR TRANSVERSE YIELD LINE - SEE CONTRACT) SYMBOL MARKINGS MISCELLANEOUS STANDARD PLAN M-24.60-04 SHEET 2 OF 2 SHEETS APPROVED FOR PUBLICATION llakuticw lla*co Jun 24 2014 4-43 PM STATE PESM14 E"NEER AW 00 WmhIrVion $two Deparlmoni of TronsportaK LO 10 TYPE A BLOCK. 121* TYP E C BLOCK. PRECAST BLOCK TRAFFIC CURBS A D'It") P T E D MY OF RENTON + STANDARD PLANS LST DATE:2-Oct-87 DWO NAME: IR-08 SP PAGE: H007 T- 6" - UNLESS NOTED *_----- ------ I - OTHERWISE IN CONTRACT STOP LINE o 0 L) W W WHITE OR YELLOW - SEE CONTRACT CHEVRON OR DIAGONAL CROSSHATCH MARKING W = a- (IN FOR POSTED SPEED LIMIT OF 40 MPH OR LOWER W = 12" (1 FOR POSTED SPEED LIMIT OF 45 MPH OR HIGHER PAVED SHOULDER EDGE LINE A — MARKING AREA 11,73 SQ.Fl". HALF -MILE MARKER ca EDGE LINE ip PAVED SHOULDER MARKING AREA = 6.00 SQ,FTL FULL MILE MARKER AERIAL SURVEILLANCE MARKERS CENTERLINE OF JUNCTION BOX, PULL BOX, OR CABLE VAULT EDGE LINE NOTE I. If Rumble Strips are present, install marking outside of the Rumble Strip. CENTERLINE OF CROSS CULVERT EDGE LINE PAVED .-I SHOULDER ANGLE OF CROSS CULVERT JUNCTION BOX, PULL BOX, OR CABLE VAULT MARKING AREA = 0 56 SO FT JUNCTION BOX, PULL BOX, OR CABLE VAULT MARKINGS PAVED SHOULDER MARKING AREA 0.56 SQ.FT. CROSS CULVERT DRAINAGE MARKING EDGE LINE 4"TYP E::: PAVED SHOULDER MARKING AREA = 1,06 SOFT. DRAINAGE STRUCTURE INLET DRAINAGE MARKING -7 Pkt no - SYMBOL MARKINGS MISCELLANEOUS STANDARD PLAN M-24.60-04 SHEET I OF 2 SHEETS APPROVED FOR PUBLICATION ------------ Aft Washington SW9 D"rimer" of Transpertobon MPA APPROVED FOR CONS-1 Ll"ON WY OF RENTON DATE 00 U) U) T_ x 0 04 CL LLJ W LLI > z 0 LAj tl 'r a. 0 < 0- Q_ LAJ z 0 V) Of 0 z 44( A-V z %� 4� 'Ad, ;2: *A 0 411* 44 z L) 0z U. Ca _r 0 U) w < W z 3: a W z 0 0 cn 0 LLJ _j W z z D z 0 W 0 > 3: z Z 0 z W SHEET: 40/CH-8 OF: 70 JOB NO.: 17534 DWG.- STD —DETAILS I Z Q. O O 00 V_ 0 Vi Lli 0 1 V) 0 Q) to IV) Ci CL 0 0 0 1_11' C71 C :3 to 0 0 (0 C z O Li STOPPING POINT FO LEFT TURN LAh im io TWO-WAY LEFT -TURN CENTER LINE SEE CONTRACT FOR LENGTH OF STORAGE LANE -J _~ i W E + W 5W MAX. T WHITE EDGE LINE TWO-WAY LEFT -TURN s 0y CENTERLINE 0 z I .-hot WOE LANE LINE DOUBLE CENTERLINE (YELLOW) (NARROW PATTERN) P� LEFT -TURN CHANNELMATION IN TWO-WAY LEFT -TURN LANE TAPER F - WHITE EDGE LINE (NARROW PATTERN) TWO-WAY LEFT -TURN LANE TRANSITION CENTERLINE STRIPE (SEE NOTES) NOTES 1. The channelization shown on this plan assumes optimal roadway geometric design. 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 four4ane 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. 4. Centerline srbping 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. 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 storage lanes, See Contract Plans, Cal ND POSTED SPEED DIMENSION E APPROACH TAPER F HKMSPEED 60 MPH 1W 380' 66 MPH 1W 3W 50 MPH 180' 3W 45 MPH I 180' 2701 LOW SPEED 40 MPH 12(Y 24a is —MPH 120' 21a 30 MPH 120' 1W. 25 MPH —iiii;wt 12a 15a 120'L(r SEE CONTRACT FOR LENGTH Can be reduced to a minimum of OF STORAGE LANE 150' to increase storage capacity. 50, OPTIONAL DOTTED DIRECTION OF TRAFFIC E EXTENSION LINE YELLOW EDGE LINE YELLOW CROSSHATCH YELLOW EDGE LINE STOPPING POINT FOR MARKING LEFT TURN LANE WIDE LANE LINE 21Y Mik YELLOW EDGE LINE 1ADI V PAINTED OR PLASTIC 1746;_Mk� DOUBLE CENTERLINE (YELLOW) WHITE EDGE LINE MEDIAN - SEE DETAIL (NARROW PATTERN) DIRECTION OF TRAFFIC LEFT -TURN CHANNELIZATION PAINTED OR PLASTIC MEDIAN IN PAINTED MEDIAN COMPOSED OF LONGITUDINAL MARKINGS SYMBOL & LANE I La- V - 3' io MARKING AREA 8 03 SO FT 41' ar TYPE IS TRAFFIC ARROW to kREA z:T. TYPE 2SR (RIGHT) TRAFFIC ARROW MIRROR IMAGE OF TYPE 2SL TRAFFIC ARROW (SHOWN AT REDUCED SCALE) 1'-4" SYM130L & LANE N i ELLIPSE "ANN ELLIPSE "B" b < b rh b iv to zu CL 3 IUJ CENTER POINT OF ELLIPSES GRID IS 4" (IN) SQUARE MARKING AREA 713 SQ FT V- 2" /V 6" '/ELLIPSE W 10" - ELLIPSE "B" AXIS AXIS TYPE 2SL (LEFT) TRAFFIC ARROW iYf LE L - 12' Typical Lane Wdth. See Contract for specified lane widths. Type 2L (SL) Traffic Arrow 4'- 8" 2'- 4" 1. - (r, SYMBOL & LANE LANE 2*, 518" 2 05') TYPE 6SR (RIGHT) TRAFFIC ARROW MIRROR IMAGE OF TYPE 6SL (MIRRORED ABOUT LANE CENTERLINE) (SHOWN AT REDUCED SCALE) CENTER POINT MARKING AREA OF ELLIPSES 15.94 SQ.FT. SYMMETRICAL ABOUT fs GRID IS 4" (IN) SQUARE TYPE 6SL (LEFT) TRAFFIC ARROW 80 81, 2" SYMBOL MARKiNGB AND MEDIAN MARKING AREA ELLIPSE "A" TRAFFIC ARROWS FOR CHAN19 58 SO FT AXIS 10" - ELLIPSE "B" AXIS LOW -SPEED ROADWAYS LU _j TYPE 7S TRAFFIC ARROW STANDARD PLAN M-3.4101-03 >_ LL. STANDARD PLAN M-24.40-02 SHEET I OF I SHEET CID I SHEET 2 OF 2 SHEETS 0 APPROVED FOR PUBLICATION c3 APPROVED FOR PUBLICATION "Aofich. Pam) Pasco Bakatich N 06-03-11 co Ap 2020 11 10 11 AM STATE DESM ENGINESA Di"TE_ STATE DESIGN ENGINEER Ad F ,f Washington State DeparWood of TMnVWW11M Washington State D*porimont of Transportation MAOF NOTE 11 - 4" T SYMMETRICAL A130UT Use the dimensions shown on this plan for each type of Traffic Arrow 1- .2" being placed on roadways with a posted speed limit of 40 mph or lower, SYMBOL & LANE SYMBOL & LANE SIN I,-- to ELLIPSE"All -------------- J QD W b ELLIPSE "a" 1, 4" Uj V- 2"•MARKING AREA CENTER POINT 12 86 SOFT.OF ELLIPSES GRID IS 4' "(IN)SQUARE ELLIPSE "A" TYPE 4S TRAFFIC ARROW 1. -7 PS ELLIPSE '"B" -A*�- 10"~ ELLIPSE "B" AXIS AXIS IS to VY W LLJ W 04 CL MARKING AREA LU 114 83 SQ. FT. CENTER POINT OF ELLIPSES TYPE 3SR (RIGHT) GRID IS 4" (IN) SQUARE TRAFFIC ARROW MIRROR IMAGE OF TYPE 3SL TRAFFIC ARROW (SHOWN AT REDUCED SCALE) SYMBOL MARKINGS MARKING AREA TRAFFIC ARROWS FOR 14,83 SO FT LOW -SPEED ROADWAYS 1 "A" STANDARD PLAN M-24.40-02 ELLIPSE AXIS SHEET 1 OF 2 SHEETS 10" - ELLIPSE 'IS" AXIS APPROVED FOR PUBLICATION TYPE 3SL (LEFT) TRAFFIC ARROW Hakwach, Pwo Apt 20 N1 S 1011 AM 5TA TL OrSIGN ENGNEER VWashington State Deportment afTronsportaiien FOR BID OF REATON DATE AP D' FOR CONSTRUCTION -�7 cOF RENTON DATE 00 V) 0 04 W cn W z y 0 L;j 0 r*e F-_ W 0- < C1 X MINNA z 0 0 CY- 6 Z H � w a 00 4. 0 0 z z 0 LL. z F- 0 z W cr) j 0Q F_ W LL, Z =a W �Nee :3 0 z 0 INNINN, U. 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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 0 m d N 0 00 Q Cf)i V) 0 i 0 0 0 ry Y) U 0 z i 00 CONSTRUCTION NOTES V Z O CONSTRUCT FOUNDATION AND INSTALL TYPE III SIGNAL POLE, SIGNAL HEADS, EVP DETECTOR, TERMINAL CABINET, LED LUMINAIRE AND TRAFFIC � 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 W O2 CONSTRUCT CURB TYPE FOUNDATION AND INSTALL TYPE PPB SIGNAL POLE AND APS PEDESTRIAN PUSH BUTTON ASSEMBLY. USE CITY OF Z RENTON STANDARD PLANS 138.1, 138.2 AND WSDOT STANDARD PLANS J-20.11-02, J-20.26-01. i V O3 NOT USED. Z W 4 CONSTRUCT FOUNDATION AND INSTALL TYPE II SIGNAL POLE, SIGNAL HEADS, TERMINAL CABINET AND TRAFFIC SIGNS. USE CITY OF RENTON STANDARD PLANS 138.1, 138.22 138.3 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 � 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. ce 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 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. _ 9 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 ARM. USE CITY OF RENTON STANDARD PLANS 117.1, 117.31 119, 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. RENTON AVE. S. r / 17+00 18+00 / /I / m / / 11 LEGEND ----► VEHICLE SIGNAL HEAD "'I No- PEDESTRIAN SIGNAL HEAD -0 PREEMPTION DETECTOR -cn APS PEDESTRIAN PUSH BUTTON ASSEMBLY UTILITY POLE AND LUMINAIRE 0-0 DECORATIVE LIGHT POLE AND LUMINAIRES) ® DECORATIVE SIGNAL POLE, TYPE PPB DECORATIVE SIGNAL POLE, TYPE II DECORATIVE SIGNAL POLE, TYPE III Q TYPE 1 JUNCTION BOX, J-40.10-04 Q TYPE 2 JUNCTION BOX, J-40.10-04 TYPE 8 JUNCTION BOX, J-40.30-04 ----- CONDUIT ® CONTROLLER CABINET, COR 126.1 SIGNAL -MOUNTED TRAFFIC SIGN, COR 132.0 CONSTRUCTION NOTE SIGNAL POLE NO. WIRE NOTE 13 1 _ rv. — \ / o 9 \ 15 tK 00 C:) 00, o°X� / 0� / / / D---.-_- 20 0 20 40 scale feet APPROVED FOR BID CITY OF RENTON DATE APP D FOR CONSTRUCTION CITY OF RENTON DATE m 00 m O v tjo V 7 0 v V 4 o cv CV u v N rn :3 Ln O fV un Ln N 0 1" 2" TWO INCHES AT FULL SCALE. IF NOT, SCALE ACCORDINGLY s w w c z w z z 0 U 00 _ 0 N � o V) C, w w > z v 0 W U Q w Q _ n C� U Q 0 n 0- Q w d 0 '� ,-- o o z z z 0 ul w 0 0 z z w L.,j 0 0 0 0 Q Q a z 0� �V4 0 o 0 V) a �o b15 6 O Z C) Q U. w x D z cl) 0 uu 11-- 3 w a Z = W F- 4 LL � 0 w ,_.. w > c� Q Z Z ]L O Z W OC SHEET: 44/TS 1 OF: 70 JOB NO.: 17534 DWG:TS_REV3 m m Q 0 0 1-1 I i c 0 i co 0 0 ry U 0 L. n 7 --------- No. 13 6 VA WIRING SCHEDULE NW CORNER DETAIL, No SCALE M 11 12 I000 0CIO ) 000 00°0000 J 0 100,00tOQOOQQ oo 0 000p00"o, 0 0000 p0 0 S1 0 w W Q'Q0.p p0 O O -- OO 00 O oano 000p0poOOOp040p00 0000000 000p0p 000000 00000p 00 04 000 O � 00 C Op o� N I 0 00001 0000 4 00 2 2 2,S3 1 1 10 � S4,S5 r 15 CONDUIT RUN 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 A1 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 11 1 DIRECTIONAL DRILL 2" DIRECTIONAL DRILL SPARE INSTALL PULL TAPE v v IV � v v v v v v v v - - - � � v v - - - - - - - - v v v v - 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 oo0a°p°°00 000 0p000000 °000 oo°°�000 °pogo 29 14 5 S 6 13 000 °0000 °pO pop°00000000 Q0 °000 0000000p00ppQ 0040 000p0 00pp 00in NE CORNER DETAIL, No SCALE s2,s4,s7,s9 SIGNAL —MOUNTED SIGNING DETAILS wii-z 04 A SIGNING NOTES: 36 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 12" S3, S8 W16-7PL 24" 12" S5,S10 W16-7PR APPROVED FOR BID CITY OF RENTON DATE APP 1Y D FOR CONSTRUCTION Clef , OF RENTON DATE m 00 O O V aJ -J a� s O fV N t ro m � N +-+ m � 111 O N V) Ln N 0 1" 2" TWO INCHES AT FULL SCALE. IF NOT, SCALE ACCORDINGLY U w w 0 z t� w Z J z 0 U 00 _ _ :I-- 0 ly- r w 0 z W C) r�l f- Q W n Q = n 0 0 C) Q Q _. W I— Q z z 0 > w 0 0 z z w w 0 0 0 0 Q Q <1 z .m 6 01 o N Q 4 0 0 �'f/L7a� PLO o Z 9 U � LL o Z 0 Z Z w 2 = w UL O z cl) w z w Z oc WE w 4 2 — Y Q Z 0 � f-- Z U w SHEET: 45ITS2 OF: 70 JOB NO.: 17534 DWG: TS_REV3 N 66 C, C C U r c �U 0 i C 0 ry W U N O POLE LINE ()R� ENTATI 01V ORIENTATION (4) STANDARD SLOTS ACCEPTING: (4) 1 Y2"-2"0 X (ANCHC 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 -POLE ORIENTATION ANGLE (P.O.A. DEGREES CLOCKWISE FROM OFFSET LINE TO POLE ORIENTATION LINE (SETS ANCHOR BOLT ORIENTATION) POLE ORIENTATION AND ATTACHMENT POINT DETAIL BASE., PLATE DETAIL I 2 TYPE PPB PPB POST 18"-- 22" SQ LEGEND a. Vehicle Display DECORATIVE MAST ARM SIGNAL POLE TYPE II DECORATIVE TYPE III COMBINATION LIGHTING AND MAST ARM SIGNAL POLE (SHOWN) -CURB OR EDGE OF SHOULDER APPROVED FOR BID CITY OF RENTON DATE APPROVED ,.FjOR CONSTRUCTION CITY OF REN ON DATE * BASED ON 1,500 PSF ALLOWABLE LATERAL SOIL BEARING PRESSURE. SIGNAL POLE DETAIL CHART STD. No. u 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 TO ATTACHMENT P 131 B2 B3 B4 B5 WINDLOAD AREAS (FT)2 (X)(Y) 131 B2 B3 (X)(Y)(Z) OTAL FT 3 TOTAL(FT) - STATION OFFSET LT. RT. P.O.A. Al A2 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 0 111 18 35 19.5 15 10.5 17.5 1.5 11 10 11 480 8 0 0 90 270I 90 135 8 x 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 1 90 4 RENTON AVE, 18+75.50 37.50' X 0 II 18 28 22.5 17 11 10 11 720 0 90/l 27 270 135 - 8 - _XX_ 28.5' MAST ARM 0 1" 2" TWO INCHES AT FULL SCALE. IF NOT, SCALE ACCORDINGLY 00 = _ _ 0 CN Ch-, ft� ct� CL W o v� oLLJ z y o Q W n I— Q Q _ a_ 0 0 Q 0 IL CL Q W Q 0 b d z z z o "' W D D 0 0 z z W w 0 0 0 0 Q d a< z o� ow Q ow 0 z C� a LL V z O w J z = w O 1.1.. O w Z z I.., t w v U > 0 a z Y z 0 I— z w OC SHEET: 46/TS3 OF: 70 JOB NO.: 17534 1 DWG: TS_REV3 DOCLISIgn Envelope ID: B,16CE03A-ED99-4Fl1-B559-FEB382C92BFB 2" RADIUS' (TYP.)' 2." RADIUS (TYP.) Al C-1) < < 0 Nt- 00 cn 0 > 65 40 0 0 c- 0 0 0 ol .6 U) cu c: Nt Ln - z z tij B I BORDER SIGN DIMENSIONS SIGN TYPE A B c D MAST ARM MOUiNTED MIN 18" V A R I E'_`-, p � �;�,w '` 9" FON"71 SHALL BE MUTCD D SERIES, UNLESS AN ALTERNATE MUTCD SERIES IS APPROVED BY THE CITY 2, SIGNS Wl T 1-1 TWO LINES OF STREET NAMES SHALL USE ARROWS TO INDICATE LOCATION OF STREETS 3 . A CITY LOCO BE INCLUDED ON MAS TED STREET NAME SIGNS T ARM MOUN THAT AREA TO BE INSTALLED IN DOWNTOWN CORE. SIZE OF' LOGO SHALL BE' AT I LEAST 12" HIGH. LETTERS AND NUMERALS SHALL L. T F OM 3M ELECTROCUT FILM SERIES 117 0 �")`R JJ R APPROVED EQUAL SIGN BLADE THICKNESS SHALL BE 0.125" 6. Sl GN SHEETING SHALL BE 4000 SERIES 3M DIAMOND GRADE REFLECTIVE SHEETING OR APPROVED EQUAL 7. SIGN MOUNTING HARDWARE SHALL INCLUDE BOLTS., RIVETS SHA-1 NO� BE ALLOWED 8. FOR SIGN MOUN'T -ING DETAILS , SEE WSDOT STANDARD PLAN G--30.10 9. SIG PR\00FS IFROM THE MANUFACTUREF" SHALL BE SUBMITTED TO THE CITY FOR ,TIC APPROVAL PRIOR ]0 FABRICA OF MAS "T' ARM MOUNTED STREET NAME SIGNS LEGEND, ARROW HEA[), SEPARATION BAR WHITLE (REFt._.) BACKGROUND -- GREEN 'REFL.) ARM I`\,/I0LjN I-ED MASI PLAN— 132 WORKS PUB11C + STREET NAME SIGNS [AUJOVED- 7/30/2018 4:0, DEPARTMENT I PAINT SPEC r'CA_ ONS: ALL ALUMNLIV, LUVNA RE AND POLE RELATED PARTS SHALL BE FACTORY PRIMED AND POWDER COA77D, ELNLl5ft&DL RA 9005Ir ofx JET BLACK" _Q,L _Qf,Q OR A T! U M NkRE POL-E. NO-TS ROUND 'r BULAR SECT ON (NO TAPER) ROUND TAPERED POLE SECT ON (0. RUN NOM'NAL LUM NkRE HE GHT (1-UM,INARF. HE,GHT + SHROUD) SECURE TOP BANNER BRACKET W_H THROUGH BOLTS AND SHIM TO LEVEL PER MANUFACTURER'S jNSTRUVONS. SECURE BOT, OM BANNER BRACKET W TH ADJUSTABLE STA NLESS STEE' BANDS AND SHIM 'TO LEVEL PER CL MANUFAC7URER'S INSTRU"PONS i< DOME STYLE LED LUIMINkREL (WATTAGE PER PLANS, 4,000K CCT, 120-277V UNIVEERSAL DRIVER, WITH FLAT GLASS LENS) BY LUMEC (OR APPROVED EQUAL), DkVER SHALL BE INTE'GRAL TO THE RXTURE. FOR MOUNTING ARM DETAILS SEE 5'rD PLAN 117.3. 4P-Osl LUMINAIRE ARM lxx-- r 122.25" FOR STREET LIGHT STANDARD DECAL NUMBERING DETA L, REFER TO Cl TY OF RENTON STD PLAN 121 10" BASE DIAMETER, 40'-0" LONG 'H (CONTNUOUS), SMOOTH, ROUND TAPERED (0,14"/FT) ALUMINUM POLE REINFORCED HANDHOLE I W, TH COVER ANCHOR BOLT COVERS (PROV DED BY POLE I i MAN,ACTURFR) FOR FOUNDATION DE-ALS, HE THIS SHEET ROUND POLE CAP ALUMINIUM SHROUD (BY MANUFACTURER) DOME STYLE LED LUMINAIRE LUMINAIRE ARM (WATTAGE PER PLANS, 4,OOOK CCT, t.NGT-H,- PFR PLAN" 120-277V UNIVERSAL DRIVER, WITH 10' MAX ii FLAT CLASS LENS) BY LUMEC (OR APPROVED EQUAL), DRIVER SHALL BE INTEGRAL TO THE FIXTURE. FOR MOUNTING ARM DETAILS SEE STD 'uD PLAN 117.3. C14 2" CONDUIT U� STATED OTHER' PLANS (2) BANNER BRACKETS Wi TH PRESSURE RELEASE SPRINGS. 0* LEVEL OPTIONAL BANNER TO BE PROVIDED AND INSTALLED BY OTHERS 0* LEVEL z tn SIDEWALK OR "R� P PLANTER S, --- a ROADWAY INSTALL GROUT, PROVIDE J" 0 A DRA'N TUBE THROUGH GROUT POLE ELEVATION i + DEPARTMENT PUBLIC WORKS ANChOR BOL'i 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 0 12" 8 --- #/ 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 SEIQJ�QN GROUND POLE TO FOUNDATION 2 112" L"t,R U- io 90* 0 9 180 O. tA- U-3 < ct-- 270 DECORATIVE ROADWAY LUMINAIRES FOUNDA I -ION DETAIL ARE MOUNTED AT 0' 1-3/8" DIA HOI.f DECORATIVE PEDESTRIAN LUMINAIRES (TYP) ARE MOUNFED AT 180* HANDHOLES • ARE MOUNTED AT 180* 3/8" STEEL PLATE INIBANNER SUPPORT BRACKETS ARE MOUNTED AT 0* BOLT CIRCLE 'DJA ORIENTATION LOCATION SIZE TO LUMINA RE I L R'T'E R A F f-7 DECORATIVE LUMINAIRE P0[_L+ DES—Aye.....S BASE PLArE DIM ENSION) ANCHOR BOLT TEMPLA-11 kEj�IL TOP OF' FOUNDATION ANCHOR 801. 1-, 4 IQAi.,, 1" D�A (f YP) 11 cc -d- 1-1/4" HEX NUTS, STEEL (6 REO'D PER ANCHOR BOLT), FLAT WASHERS (6 REQ'D PER ANCHOR BOLT) ANCHOR BOLT ASSEM Y DETAIL FOUNDATION DETAILS NOTE: NO SONATLIBE ALL FOR FOUNDATION CONSTRUCTION STD. PLAN— 117.1 D: pw DATE CITY OF RENTON A OVED FOR CONS! CTION t OF RENTON DATE GIs 00 a_ cn V) 0 LL_ 04 V) > 0 w CL X 0- < 41� L. ;o fl- 0 I## z aw o + .19 z z 0 LIL w cn z 0 M (n ui w z w D 0 0 z 0 0 UL cn LL 0 z o 0 c) 0 ui Z w > 0 z 0 z z 0 z SBEET: 47/SIG-3 OF: 70 JOB NO.: 17534 DWG: DETS—PDFS—SLFl35j PAIN-1 SPF(" F CA`ONS: i ALL ALUM NUM L.UV�NA RE AND POLE 90' ► DECORATIVE PEDESTRIAN ELATED PARTS SHA_ BE FAC-ORY R LUMINAIRES ARE MOUNTED p RiVE'0 ANO POWDER COA ED. 80 AT 180- (UNLESS OTHERWISE x QQ��qRj_ RA_ 9005- to jE BLACK" NOTED ON PLANS) 210 HANDHOLES ARE MOUNTED 2 AT 180' PLANT r ECO.RA'- R` PO_r INQ_�'S �_u 1�1 I & t. 0 u: L-� • U_ SUPPORT BRACKETS ARE _N ROUND I U9jl AR SEC_ ON U_ MOUNTED Air- 0" (UNLESS .� (NO APERI OTHERWISE NOTED ON PLANS) ROUND 7APERED PO7-E SEC71ON (0, 14 ORIENTATION LOCATION ti LLJ 0 z 0 (N c\1 V Cn co IL. Q CL I V) 1111 > iJ C Cp V) Q) 0 0 11 D U) cv _c ,l D > 0 Ln z 0 is W CL ROUND POLE CAP 4',-- 0 ry � LUVI;N AIRE ARM c\j HOLE OPENING FOR BANNER. 22.25" SECURE WITH1 THROUGH BOLTS— I----—--------- 0 0 S T YL LEE L UIM NA RE (WA 7""AGE PER PLANS, 4,000K CCT, 120-277V UN:VERSA. ORMER, NTH FLAT GLASS r LENS) BY LUVEC (OR APPROVED EQUAL). OR VER SHALL BE iNTEGRAL TO THE F;XT' uRE, FOR MOvNTNG ARV DETAILS SEE S TO PLAN 117.1 I" DIAL IRRIGATION HOLE WITH LIQUID DGHT FITTING FLEXIBLE CONDUIT Ix Cl INSTALL. ANCHOR BOLT COVERS (PIRWADED BY POLE MANUFACTURER) INSTALL GROUT. PROMIDE 1/2" DIA DRAIN TUBE THROUGH GROUT 'FOR FOUNDA-ION DETA LS, SEE. TH,S SHEET 2,5" x 5" REINFORCED ALUMINUM HANDHOLE COVERED BY 3"X6" ALUMINUM DIE CAST PLATE AITACHED BY SCREWS IN EACH CORNER. STREET LIGK DECAL NUMBERING PER DECAL NUMBERING DETAIL, CITY OF RENTON STD. PLAN 121. 2.5" x 5 REINFORCED ALUMINUM DRiP ACCESS HANDHOLE OPENING ON I POLE W1114 -X"-16 HOLE c _0 FOR A GROUND CONNEECTOR, FLUSH FITPNG ALUMINUM ca DOOR AND GASKET -1 4 k 1-n "0 6" O.D. x 0,250" WALL (Pot.E) 3" x 6" REINFORCED ALUMINU HANDHOLIE OPENING WITH COVER ON POLE WITH %'-16 HOLE FOR A GROUND CONNECTOR, FLUSH FITTING ALUMINUM DOOR AND GASKET Irl' OF SOEW&K 60 OR FIANTR FABRICATE D ALUMINUM BASE LATE ASSEMBLY. STD DFIAIL 117.5 POLE ELEVATION F UBLIC WORKS DEPARTMENT 2" CONDUIT UNLESS STATED OTHERWISE Of PLANS ANCHORBOL 2" CONDUIT UNLESS — STATED OTHEftSE ON PLANS 3/4" CHAMFER (TYP) V-15" MIN BELOW GROUND, 2 0" MIN UNDER PAVEMENT EXTEND THE CONDUI T 6" MIN BEYOND FOUNDATION OR THE CONTROLLED DENSITY BACKFILL #4 HOOPS # I' 8 #5 BARS, E,VENtY SPACED 2 1/2" CLEW 8 #5 BARS, EVENLY SPACED CENTER CONDUIT IN FOUNDATION 10'-11" DIA BOLT CIRCLE #4 HOOPS 0 12" __ FOUNDATION StECTION 1 GROUND POLE TO FOUNDAPON — �z m 4 Z n_ :D Z < cr_ U M ct. Li _j 30" FOUNDATION DETAIL 1--1/8" DIA ilOLE (Typ) 1/4" STEEL PLATE BOLT C 'IRCLE (DIA SIZE TO LUMINAIRE BASE PLATE DIMENSION) T 11 ANCHOR BOL.T-EMPLATE -l-DETAR_ OF FOUNDATION i I' ANCHOR BOLT, 4 TOTAL, 1" DIA (TYP) 1 HEX NUTS, STEEL (6 PER ANCHOR BOLT), FLAT WASHERS (6 REO'D PER ANCHOR BOLT) A-N.r 1-1 OR BOLT ASSEMBLY DETAIL FOUNDATION DETAILS NOTE: NO SONATUBE ALLOWED FOR FOUNDATION CONSTRUCTION ARTE__RIAL,- S,_'PREET STD. PLAN-- 117.2 -1. _.ll.__._.,___ ------ DECORATIVE PEDESTR'IAN LUMINAIRE POLE——— AiP P R 0)4_4 1), POLE (LUMINA!R[ ARV LENGTH) 3.5" DA I /— Eoll 2" TANGENT-1 -25 R F 4" —f-r- 1 a_ - , I PO I 4-011 (LUMINAIRE ARM LENGTH) 2" TANGENT LQ (LUMINXRE ARY, LENGTH) 4 rR 38" ---- -- r_ 4" OD HOLE (LUMINAIRE ARM LENGTH) pw (LUMINAIRE ARM i-ENNTH ) o" DIRECT ACCESS To THE SCREWS BRACKET 'LEADS THIS SIDE TH ;'8 WIREWAY TOP VIEW M N A,,tk, L A k V 1L. E N TERMINAL BLOCK 60' R 46 CONNLCTOR 1 112 WIREWAY 4" OD HOLE BRACKU SO . . ........ VIEW DETAILS LUMINAIRE ARM DETAILS ROUND CAP ALUVINUV SHROUD (BY MANUFACTURER) MANUFACTURER SHALL WELD SHROUD ALL THE WAY AROUND Lai 17 F. W. 4 Ln cr) LUMINAIRE > CONDUCTORS :� 0 cif C ) TERMINAL R-L-OCK HOUSING DETAIL. C) :r -T: ul PIGTAIL FROM FIXTURE TO TERMINAL. BLOCK hN SHALL BE PROVIDE,`-) BY MANUFACTURER FOR TFRMINk., OCK Hlk SEE BL. t TH�S SHEE T CLAMP -ON TO LUMINAIRE - DOVE STYLE LED LUMINA11RE (WATTAGE AND OPTICS PER PLAN'.), 4000K CCT _j __j LL- 120--277V UNIVERSAL. DRIVER, WJH FLAI' GULASS LENS) BY CYCLONE (OR APPROVED EQUAL) DRIVER SHALL BE I NTECRAL TO THE FIXTURE DECOR..ATiVE LUMINAIRE LUMINAIRE ARM MOUNT ING BRACKET DETAILS LUMINAIRE AND MOUNJING 4TD. PLAN— 117.3 4 PUBLIC WORKS BRACKET DETAIL T + 4�PRO D DEPARTMENT V4 )A TE APPROVED FOR CONST U"ON CITY- OF RENTON DATE co CL (n (n 0 U- a 04 uj LLJ V) uj > z 0 :r w uj CL CL < CL CL ui z 0 cn 6 z IRV ;0- rZ, " -4 ;c z Ax 0� � - 0 0 Fts z 0 < z 0 z X Q w uj z w H 0 z 0 U. co LL 0 Z 0 cv) w m z w > cl 0 _j z z Z 0 I- z w SHEET:48/SIG-4 OF: 70 JOB NO.: 17534 DWG: DETS—PDFS—SH 35 —i CD z �Y Of L6 r4,) T- V) I 00 Ld c) Cp 0 0 Lf) z 0 z uj ftMR TO WS.-DOT LOCKING LID STANDAR0 DUTY JUNCTION BOX TYPES I & 2 STANDARD PLAN J-40 10-03 SPLICE KITS CLEAR EPDXY SPOC KITS ON ALL THRU W R f �- U NS 4" CONCRETL P,4D WN8 ARE COO GRCKJNO MRE 1 06 EQUiPMENr' WIREW/GREEN INSULATION FROM SERYME CABINET 2 - tlCHTiNC SYSTEM VARES TO CONTACTOR (SZED AS. REO-0.) Ed: LWINAIRE WiRES WL.L BE A CONT14LIOUS RLW FROM FUSE HOLDER TO f IXTURE MTN NO SPL1,CE'S FUSE KITS QUICK DISCONNECT 3 AMP IN LINE FUSE KITS S.E,C, OR FOUAt GROUND LUG 2* MIN. OROUT UNMR POLLE BASE r om GROW,) 1*0LAMP 2" PVC CONOUll SYSTIEV C 0 N C RtE TFE F 0 U N D A T 1, 0 IN EWPMENT GROUND & ARE WIRE Stl-ALL Fit" SE'.NUKE LY FASTEMA,") 10 THE G'ROUND LUG INSIDE THE POLF. HANDHOLE,, Atl BONWING & GROUNDING CONNEC"11ONS SHALL REMAIN ACCESSIBLE. FOR INSPECTION ANO MAINTENANCE. 2 Y" lflt- 0XIURE MANUFACIURER HAt'13' VADE PROVISION F"OR A GROW) WjRF A l*".REf-,,"N INSULATEO ATIACHMI-NT Of U WIRE,` O' 'THE SAME SIZE SHALL,, BE RUN FROM THE FIXTUR.E' 1*0 THE GROUND LUG INSIDE— TflE HANDHO'LE, Ir THE FIXTURE MANUFACTUt?ER HAS A GROUND LUG A #8 GREEN INSULATED WRE SHALL Bt,,. RUN FROM THE FIXTURE GR()i,.JND tlj(") TO 1"HE POLE GROUND WG', PUBLIC KS DEPARI'llf"J'N"ll TO LUMINAIRE LUMINAIRE WRES VA.LL SE 12 AWC IN A JACKETED Al -#8 GREEN, INSULATEO "RE TO FIX "t (WOUND LUC 1/4" MIMMUM DRA*N HOILE-7 ,TOP OF CONCRETE FOONOATION TO BE LEVEL WITH 70P CW SVEWALK OR CURS Al',31-31MVI"4Vim) , STREET LIGHT POLE JUNCTION BOX PLN4--V� rl% 1 r",t r- % lfr-%Ai m % PIA LIGHTING STANDARD JUNCTION BOA NOTE: CLASS 'Fj' CONCRETE TO BE USED IN CONSTRUCTION OF PAD 4" DEEP 14 A A 14 A z 4 4 Id PLAN VIEW APP D FOR BID /AF Gf�&' RENTON DATE APPROVED FOR CONS 1' UCTION C OF RENTON DATE 00 0- W- X 0 LA- N LAJ w > 0 a - a_ z 0 (n 6 z I 0 z z 0 0 LL ce. Z z LLB z D ui0 3: w z 0 D 0 L) LL W 0 �7- z 0 L) w z w > 0 z 0 Y z 0 z w ce. SHEET:49/SIG-5 OF: 70 JOB NO.: 17534 DWG:DETS-PDFS-SH 35 I j t.i CD z 10 (N CIA L6 E CL I U) Ld T 0- 'I-.- Q) (1) 0 0 0 0 C.) Cp 0 tlI c_ tn z 0 z Ld ch I--," FOR STI) PLAN 117.1 INSTALL DECAL NUMBERS, VERTICALLY. INSTALL IN DRY WEATHER, 50" F OR ABOVE FOR STD PLAN 116. 1 It 117.21117.4 TO 2" 0. 88 DECAL: REFLECTORIZED GOTHIC GOLD OR WHITE LEGEND ON BLACK BACKGROUND S-TANDARD S"'REET LIGH, FIL.-BLIC WORKS 0ECAL_ NUMBER��NG SYSTEM DEPAR'IME WATTAGE STD. PLAN 121 P R 0 VoFX [Da A r�'IRKMFMMM�WXAMI FRONT VIEW TVD I (-"* A I I I I N I (_'� _T_ I (') l\' I Q rl v tQ) FRONT VIEW MAIMMAROM IMENFAMPS [K��[�ili�_1N SIDE VIEW SIDE VIEW APPIJQVED FOR BID < -OF RENTON DATE APPROVED FOR CONSTRUCTION CITY OF RENTON DATE 00 a_ V) V_ 0 LL_ 04 CL LAJ LLJ ui 2 Ld o � X z 0 U) I E-4 ('co c z 0 f27A GN Nv "e4 to *_1 0 z z 0 0 UL Z z 3: C/) w 0 ui z 0 U. cl) U. 0 0 0 w M z w > 3 0 z 0 z Z 0 cl) z w SHEET:50/SIG-6 OF: 70 JOB NO.: 17534 DWG. DETS—PDFS—SH 35 I I Lli 0 z y car -0 6 V) I CIO 0 0 "d CY) 0 0 0 0 C -3 0 U) C 0 4- Kt ro 0 1 --- z Li AN ViEW SIZE To nT CABINET 04 4 L ERQUI-VIE—Yt CONDUIT ENTR. AREA SIZE TO F1 T CABINET --I —V( V-0" I Grade Level 4 00imm 14 ,ram M a#9ftj * I 'If rllk-11AIDN Shim to plumb See Note 3 14 heaps [—#4 bar each corner 41 In -1j: MIN to 20 �3/8o diometer Plastic drain Niplavi—M 1 *-6" Cabinet depth it —Go #4 bar euch corner ELM -AEW PAD MOUNT CONTRQIJ� �Tl G Shim to plumb See Note 3 #4 hoops 0 #4 bar each corner 6' MIN 1' In "i.rneter plastic dro*jn —6" Cobinet depth + 2* AL + 14 hoops Q a Far NOTES see Std. Plan 125. 2 A + PUBLIC WORKS CABINET FOUNDATION DETAILS Nam DEPARTMENT AN \ALW— .PAD MOUNT Y-ST ML-W-S) 14 bar each corner P C . DE"I'Al 0 E 12 Mi Detail E ASTM A-36 3/8TOP PLATE DETAIL Detaill i irk-bNFORCED NANO i flOLE WITH, COVER 6�O 4. MARK ITEM 1 TYPE PS A B POLE BASE DIA 16 C POLE TAPER O. 1447 D PLATE THICKNESS 51844 E PLATE WIDTH 10"X 10 F HOLE DIA Itt x 3" G BOLT CIRCLE 8n11 I SLIP F117FR 41., I,D K HANDHOLE SIZE 4" x 61 L 3f8"' A 36 TOP PI-ATF, if* OD x 31D . .......... . AS'TM A-595 ROUNt) ERE STEEL, POLE SHAf--T ANCHOR SOLT$ F 1 554GR51 '5-GALV ALL. HOT DIP GA,LVA.NfZJ---U AR FAW41CAr,10N PEi ASTNI, A-123 POLE SHOULD BE MSIDE R COATE-'D AS PER RAL 90(36 HAMMER FINISH -JET 81,-ACK q w !!I q 1rits 4 PUBLdc WORKS DEPARTMENT RAN 131 A D FOR BID 6H'� OF RENTON DATE APPROVED FOR CONS! UCTION ITY OF RETON D TE 00 a- V) X Of Li. 0 U) > 0 Of a- I NJ ? z $4 .40 t 0 z z 0 - FMip 0 U. z 0 F- z w i� z M V) < C0 LU W 3: � 0 Uj a z ®C U. (1) LL 0 z 0 w Z w > 0 0 z 0 z y z 0 z w SHEET: 51 /SIG -7 OF: 70 JOB NO.: 17534 DWG: DETS—PDFS—SH 35 I -J Lij 0 z N� cr 6 (X) I- - NC) N ?I _u L(i C _c 0 -D C c 0 Lo z 0 z cr 1` CoONSTRUCT!" )N NOTES.- 1. ALL TRANSPORTATI'C'IN INFRASTRUCTURE FEATURES ARE TO ri[*'t,,AAINTAINEDONLFVELC,,. IF THE SURFA("l.". I EVEL FROtvi CONS TRUC-TION IS CHANGED (I. E. JUNCT10N BOXES, LUMiNAIRL POLES, TRAT"i""C NAt. POLES S0C,",�N F'OSTS), 2 ALL CSTR TRANSPORTATION 141"ll*RASTRUCTURE SHALL BE PROVIOEOTO BE ON 1,A_VEL GMADE 'ONCE CONSTRUCTION IS C0MPLETE, 3. All EkS>TiNGORPROPOSED TRANSPORTATION FEATURESWITHIN THE PR0JECTCo0NS,*'RLJ"Jf0N I LIMIT'S SHALL MEET C,,URRENTADA, SlANDARDS tfi iE JJNCT ION BOXEISSHALL HAVE NON-SKID I. IDS') T N S 0 R T AT'l 0 IN +*� WORKS PtJ'BLI(, DEr'ARTMENT UoC ,t], ign Envek-)pe ID: B16CE03A-ED99-4F1'l-B559-FEB382C92BFB RED YELLOW VEHICLE SIGNAL HEADS.- # 11, 12,13, & 14 PEDESTRIAN SIGNAL HEADS: # 28 & 29 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 MOUNTINGTYPE "M" (MAST ARM MOUNT). BACKPLAT-ES SHALL BE EOUIPPED WITH 1" WIDEYELLOW RETROREFLEC','T'IVE BACK',PLATE TAPE AND FRONT OF BACKPLATE SHALL BE PAINTED BLACK AND BACK OF BAD. KPLATE SHALL. BE PAINTED TRAFFIC YELLOW. 2. ALL NEW PEDESTRIAN SIGNAL HEADS SHALL BE LED TYPE WITH COUNTDOWN DISPLAYS, SOLID SYMBOLS. BE EQUIPPED WITH "Z" CRATE ,,VISORS AND USE MOUNTING TYPE "D" (TOP MOUNT), .1 2 3 4 INTERVAL DARK FLASHING �'E1_1.0\vY STEADY YELLOW S)TEADY RED Lli LOAD SWITCH LS1 LS2 LS3 LS'l LS2 LS3 LS1 LS2 LS3 LS1 LS2 LS3 CL T_ SIGNAL/ A PEDESTRIAN DISPLAYS 6 7 INTERVAL STEADY RE[,.) ALTERNATING ALTERNATING FLASHING RED FLASHING RED . . ......... .. w LOAD SWITCH LS1 LS2 LS3 LS1 LS2 LS3 LS1 LS2 LS3 SIGNAL/ PEDESTRIAN % DISPLAYS SIGNAL PHASE SEQUENCE NOTES t 1/0 MAPPING AND ASSIGNMENT OF LOAD SWIT(.'"HES TO IMPLEMENT THE ABOVE NOTED SIGNAL SEQUENCING SHALL BE PER SIEMENS/SEPAC RECOMMENDATIONS FOR THE "HAWK PED SIGNAL USING SEPAL.w SIGN SCHEDULE ----------- CROSSWALK STOP STOP ON FLASHING ON RED IF NO 0 THEN PROCEED R1023 MOD (30" X 4811) GENERAL SIGNAL NOTES.- t ALL NEW POLE AND CABINET FOUNDATION LOCATIONS SHALL. BE APPROVED BY THE ENGINEER PRIOR TO EXCAVATION. CONTRACTOR SHALL CHECK FOR MINIMUM OVERHEAD CLEARZANCE 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 1;: .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 SHAL.L. BE INSTALLED PER COR STD PLAN 117,1 & 117.3, TWOVEHICLE SIGNAL HEADS AND ONE SIGN ON THE MAST ARM (SEE RIO-23 MOD) SHALL BE INSTALLED. 1 APS PUSH BUTTONS AND COUNT DOWN PEDESTRIAN SIGNAL HEADS SHALL BE USED 4 ALL TRAFFIC SIGNAL AND PEDESTRIAN HEADS AND PL)SH BUTTONS SHALL BE SECURELY AND COMPLETELY COVER- ED WITH WHITE, YELLOW, OR TAN MATERIAL WHILE NOT IN OPERATION. 5, ALL CONDUCTORS FOR SIGNAL HEADS, PEDESTRIAN HEADS., PUSH BUTTONS AND STREETLIGHTS SHALL BE LABELED IN EACH JUNCTION BOX. & FOR SIGNAL SYSTEMS COORDINATION WITH THE CITY OF RENTON, CONTRACTOR SHALL CONTACT TRANSPORTATION MAINTENANCE DEPARTMENT MANAGER. 4- HAWK SIGNA[_ P[_ANS PUBLIC WORKS (FflGH--lNTENSl_T_`y' /\(-_-TlVA1ED + )+ DEPARTMENT CROSSWALK BFEACON ) 4APPR D FOR BID ,&'?'6F RENfON DATE APPROYED FOR CONSTRUCTION Cff� OF RENTON DATE 00 Q. (n cn _r _j 0 U- a Q_ U.1 a ui U) w > z y 0 llc� 0 Of ui a_ a< Q_ z 0 W g 0, k cs z CIA -cl 4 z U. z 0 z U) w 0 w z U. W LL 0 0 LLJ =3 z w > 3 0 z z z 0 z w SHEET: 52/SIG-8 OF: 70 JOB1753PD4 SH DWG: DETS—FS— 35 E DocuSign Envelope ID.- B16CE03A-ED99-.4Fl,l-B559-FEB382C92BFB u INPUT OUTPUT 44 2 3W 7 T 122 SP ARE 744 C; 7 2 WALK 745 26 3 P A R E t4.727 765 741 Q�N'T 784 4 142 SPARE 743 -*- WALK "785 G--- I ;L 746 SPAREtri 747 SPARE 761 D N T 762 SPARE 7 L 63 WAL,K U C) + 26V 5A81 4: c-,� 766 SPARE FVA 5A2 Y 767 SPARE 781 E �,T3 562 PL DON'T COM 5AB3 P, A -4 7 82 SPARE +42'6 V 5cD 4_283 WALK 1-vC, 5C2 -D2 L CO V, 1-3CS 4-5C .JiL R, 0 - 612 YELLOW 613 614 SPARE 616 SPARE 621 CL cl. 622 YELLOW CL 624 SPARE a_ 62 6 SPARE R 631 uo _2L.L�_ n 632 YELL OW 63,'3 F N E,,,3 4 SPARE 6,36 SPARE, < 6) 41 YELLOW 642 64,3 GREEN E`4 4 SP ARE E 6'36 S ARE 'S WITHOU1 WIRE 6RET,"N & YELLOW PHASE C �'c SHALL REUIVT.' r�W R� REED 0.2 I m < STANDARD PHASE NUMBERING 1,7 L'BLIC WORKS D'E P A, RT,M'. E N T i z w j j 0 w z 0 L _ POLE #1 611 --LEFT RED 612 'YELL(`)V� 621=RIGH'f RED TERMINAL CABINET 1`11A A I'l, t_-� p Ml rRT631 R 31__Tj* -R--, =641:1�1-B_o LU 641 632 Cj_�3�6W -J b6b I 13 14 --R 7 21 D =57 T [D�O_N' R W 722jf� =C0 M =c'0 M 1 =72� 2 -W 7261�PARERARE -CUJ+� PARS rB� 724 72 4 B P B p P3 � 41_�* - P' R2 5 W� " 25 m:J44 72 5 w POLE#3 POLE #2 2 CS, gill r. 5C 0 f3l x J--Bc;lx QI) cl) C2 _1 r-B (--B -R=1 t5 I w F*�6 R N A L R-W--6-11 To-1 H/\WK SIGNAL WIRING DIAC"RAM CROSSWALK BEAr"ON) OTE NERAL WIRING N 1. POLE LAYOU T SH i OWN AS AN EXAMPLE. NUMBER OF POLES, !YPES OF' POLES, AND POLE LOCATIONS MAY VARY. T D P ROVED. 138.2 7/30/2018 H= DocuSign Envelope ID, B 1 6CE03A-ED99-417 11 -B.1j59-FEB382C92l3FB (4) STANDARD SLOTS ACCEPTING- (4) 1 Y2"-2"0 X L* GALVANIZED ANCHOR BOLTS *ANCHOR BOLT LENGTH SHALL BE DETERMINED BY POLE MANUFACTURER 1.5"-2" A36 STEEL PLATE 18---22 0 BOLT CIRCLE t C) 00 L i i TYPE. PS SIGNAL STANDARDS LUMINAIRE, MOUNTING AND SHROUD PER CITY OF REN TON STANDARD PLANS 117.1 AND 11T3 kt 181f-22" SQ i 27" _aj BASE PLATE DETAIL (TYPE III SIGNAL POLE) POLE AND ALL RELATED HARDWARE AND COMPONENTS SHALL BE PAINTED RAL 9005TX JET BI.-ACK" POLE AND MAST ' AfRkl PER POLE MANUFACTURER'S PLANS 01 01 Idl i b 0 SIGNAL HEAD DISPLAY CLEARANCES HORIZONTAL DISTANCE 7 FROM STOP LINE TO 4 451 501 3' 180' HAWK SIGNAL HEAD HAWK SIGNAL HEAD MIN. i MAX. !,yl N MA X MIN. I MAX. MIN, MAX. VERTICAL CLEARANCE 6.5 116.5' 16.5 1 20.9' 1 16.5' 22.0' MEASURED FROM BOTTOM OF SIGNAL HEAD HOUSING TO TOP OF ROADWAY OUNDATIONS LOCATED WITHIN SIDEWALK: THICKENED EDGE FOR F ANCHOR BOLTS, PROVIDE ADEQUATE ADDITIONAL LENGTH TO ACCOMODATE SIDEWALK THICKNESS WHILE MAINTAINING EMBEDMENT - REQUIREMENTS. AT LEAST TWO FULL THREADS READS 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 CURB OR EDGE OF SH0'L[)[.'1.k' LIMITS OF VERTICA�,._ C1_.EARAN(_'1E REQUIREMENTS '11'"Y11F 11 11I & SD SIGNAi. STANDARDS LEGEND 01 TYPE M MOUNTING COUPLING INSTALLED AT VEHICLE DISPLAY f. OFFSET INDICATED IN PLANS. b, MAST ARM MOUNTED SIGN g. FIELD INSTALLED. NOT USED h . A LOCATION SHALL BE APPROVED BY THE (j. PRE—EMPT DETECTOR i. U3 ENGINEER PRIOR TO INSTALLATION. POST MOUNTED SIGN e. 04 SEE CITY OF RENTON STANDARD PLAN 117.3. HAWK SIGNAL POLE ELEV. PUBLIC WOR'K'S (�--flIGH--INTENSITY ACTIVATED + DSPA RTME11T "R 0 S S WA L K B EA, C 0 N LUMINAIRE PEDESTRIAN DISPLAY TERMINAL CABINET APS PUSH BUTTON HANDHOLE ROVED: /SEE .wSDOT STANDARD PLAN J--26.10 AND J- 26.15 FOR ADDITIONAL FOUNDATION INFORMATION 1.38.3 __14:09 7/30/201-8 1 D A 71, AP VED FOR CONSTRUCTION CITY OF RE14T'ON DATE w w z 6 z w Z o z U) z 0 00 V) (n of LL. CL ui > y 0 0 w Ld CL < X CL < z z 0 U- z 0 II-_ z w z _r < 3-1 cn uj 3: 11-- D 0 w 0 z 0 1— < U LjL Cf) LL 0 �7_ z :D 0 w z w > a 0 z 0 z z 0 cn z w SHEET: 53/SIG-9 OF: 70 JOB NO.: 17534 DWG: DETS—PDFS—S35 H a LJ (_r) < V« r._ 00 0 N y V `ftiJ L) Cn Crl L- f L,43 i 0 s� �a Q) Cn 0 0 On C .15 0 V7 f1} 3 0 > 0 }} 0 z i LJ E X=4`-CI"OR LESS i At..L)MINUM f vttlNl BEAM MIN. I i i i i k SIGNAL STANDARD 4-1 -� SIGNAL HEAD TACK PLATE 11 i 1 LEVEL Uj u 1 co 1 1 MAST ARM BASE i LACK OF SIGN PANEL C. 1 1 VIEW - LOOKING FROM BACK X MORE THAN 4' 0" BUT NOT MORE THAN W - 0" xr2 i V- 0' MIN. it - 0" ALUMINUM 2` - 8" MAX VM N DBEAM MIN. I SIGNAL STANDARD 5 1 1 1 1 r j.x x SIGNAL HEAD BACK PLATE LEVEL MAST ARM BASE t --. BACK OF SIGN PANEL VIEW- LOOKING FROM BACK SIGNAL_ HEAD BACK PLATEX MORE THAN V - 0" EQUALLY SPACED ._, I V- V MIN. 1' - 011 ' ." '11- Cr _... 6".. i ! 2`- On MAX. MIN, 9 i i 1 d i s . SIGNAL MA;ARM STANDARD i MAST ARM BASEVVINDHEAI41 (TYP.) BACK OF SIGN PANEL VIEW LOOKING FROM BACK MAST ARM -MOUNTED STREET NAME SIGNS DIMENSIONS A i B 4° C3 BACK. OF SIGN PANEL ALUMINUM WINDBf_AM N B SIGNAL OR LIGHT STANDARD � LEVEL n. 5- (SEE NOTE 2) DETAIL A� "TYPICAL FOR EACH CONNECTION NOTES 1 Mounting brackets with Meet 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 (pales) require windbeams. All signs shall be installed with horizontal edges level. A skewed windbeam is required only when the sign is amounted within 12" (in) of the mast arm tease (see Detail "A"). 3. The street marne signs shall be a maximum of 36 square feet and the sign height is a maximum Of T (ft); signs larger than 36 square feet require a special design mast arm and signal pale. 3116`" (IN) ALUMINUM RIVET (TYP ) - 4" (IN) MAX. SPACING BACK OF SIGN PANEL TYPICAL MAST ARM INSTALLATION REAL CHANNEL (SEE NOTE 1) SIGN INSTALLATION ON SIGNAL. AND LIGHT STANDARDS STANDARD PLAN G-30.10-0 4 SHEET 1 OF 2 SHEETS APPROVED FOR. PUBLICATION t,varfw;itfcr, J04 Iun 212015 7�3 k AM � Dk 5(c"�Ak }�itdNkear WUasftin9k.,n Stc** Deportmio"t of 'fransfx "Witon 11111ri�'�•�''xti x` ... �'S.�'�� , f�l,�. ", +M.'�'"Z,��4�'� * � '.� tp w^,cw,-. �+pp 7,•z ■�1 y��` - Wit' n I A L I r`" -r u n _.2 / o a LINE 1 1A FUSE KIT EPDXY FiL.L 4' - 0" MAX. -� ALUMINUM I WINDSEAM :3116" (IN) ALUMINUM gg i RIVET (TIP) - ,�. (IN) I r L I Ijaw � '� E SPLICE MAX. SPACING t I B _ MOUNTING BRACKET �--- - AND STEEL STRAP f i (SEE. NOTE 1) i r� SIGN PANEL . ._._._.�._ i, 1, (TY P.} 1 V f "i I" �► i e' `�„� I. I t I . SIGNAL OR LIGHT N STANDARD , fi �... LEVEL 1 BACK Of SIGN PANEL SECTION I3 t� I z SIGN INSTALLATION ON SIGNAL OR LIGHT STANDARD DIMENSIONS x Y C a 3' -0" 2'- 6" 1" V' 8" T-W Y-0" 11-a, 61, 3' - 0" 4" - (Y i' - 3" W 4'-0" 2`-8" 1'-3" 9" NOTE: LEVEL Any Lane Use Sign greater than 7,5 sq ft requires a Special Design Mast Arms and Signal pole. GNAL OR, LIGHT STANDARD (REFER TO >PROiiFD SHOP DRAWINGS FOR 4XIMUM ALLOWED SQUARE FOOTAGE) MOUNTING BRACKET AND STFFL STRAP (SET" NOTE_ 1) BACK OF SIGN PANEL MAST ARM -MOUNTED LANE USE SIGNS SIGN INSTALLATION ON SIGNAL AND LIGHT STANDARDS STANDARD PLAN G-M.10-04 SHEET 2 OF 2 SHEETS k PR6V 'FOR PUBLICATION Carprnwls Jeff` Jon 2320157:31 AM Wash ir%jf*, SkOe Deportment of Trons arfation V70- VV Y :DI"LIk, L SPLICE KIT FUSE KIT SPLICE KIT DETAILS ADOPTED A CITY OF RENTON � STANDARD PLANS IT LSD' DATE- 04/04 APPR FOR BID Z/6 OF RENTON � m DATE AP'D FOR CONSTRUCTION V) a o U_ w (!D UJI > LA C) W L1.J CL p 0 AIi O z t fn 2� z 0 Z F. z LLJ LLB LU C LL Cn LL ® �,. 0 W z LLB z .G Z F) z LLI < z yrx ry 00 0 Oki C114 Qr (/) V) LL_ 0 Ci- V) L 0 > C) C 0 CL W to 'U CD 0 0 cy, C. '& as 0 4.-' C fr 4 (TYP # 4 K 2 1/2" CLR. 3 1/2" 7" TOP OF POST GROUNDING CONNECTION I SEE DETAIL ACCESSIBLE PEDESTRIAN SIGNAL (APS) ASSEMBLY FIELD DRILL AND TAP FOR 114-20 THREAD BOLT (TYP.) T' (IN) PIPE CAP NOTES I See Standard Plan J-20.26 for Accessible Pedestrian Pushbutton details. _F_ UJ 2, Where shown in the plans, install plaque (R10-32P) "PUSH BUTTON FOR 2 SECONDS FOR EXTRA I CROSSING TIME" above the Accessible Pedestrian Signal (APS) assembly. Add 14" (in) to the PPB post height to ;D accommodate plaque and leave a 2" (in) space between signs. z 3. Mounting distances vary between manufacturers. See manufacturers recommendations for mounting information. f 4, Junction Box serving the Standard shall preferably be located 5' - 0" (10' - 0" Max,) trorn the Standard, 5 Supplemental Grounding Conductor shall be non -insulated #4 AWG stranded copper and shall be damped 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 circle crimp -on connector (crimped with a manufacturer recommended crimper). W W PIPE CAP OF PUSHBUTTON 118 114" (JN) STEEL, STAINLESS STEEL TOP OF POST z (TYP.) I 1/2" (IN) STEEL PLATE FLAT WASHER TYP W 5/8" (IN) DIAM. SQUARE 11-61 HOLE (TYP.) PLAN VIEW 6" (IN) DIAM, BOLT CIRCLE ca &4' (IN) CHAMFER (TYP) I # 4 (TYP.) rO FINISHED 3 W16' (IN) ( ) 5/8- (IN) DIAM. HOLE HOLE (IN) DIAM PLATE 1 112 (IN) DIAM. HOLE (TYP.) /," 0 W 1/4" (IN) x 1-1/4" (IN) LONG STAINLESS STEEL POST WALL N THREADED STUD it to d EQUIPMENT GROUNDING THREE 1/4- (IN) STAINLESS CONDUCTOR AND FULL CIRCLE / - STEEL HEX NUTS 6(IN) DIAM (s)'0 CRIMP -ON CONNECTOR - CRIMPED CL BOLT CIRCLE NTH A MANUFACTURER'S 3" (IN) STEEL PIPE RECOMMENDED CRIMPER N) STEEL PIPE (SCHEDULE 40) _ '0 GRADE CLR. ., HOLE (SCHEDULE 40) GROUNDING CONNECTION DETAIL ANCHOR BOLT TEMPLATE WELD STUD TO POLE WALL TO MAXIMUM EXTENT BASE PLATE DETAIL POSSIBLE - 1/2' (IN) MINIMUM WELD CONFIGURATIONS VARY AMONG DIFFERENT MANUFACTURERS EQUIPMENT EQUIPMENT GROUNDING ;' OF SIDEWALK I GROUNDING CONDUCTOR CONDUCTOR BASE PLATE ASSEMBLY - Ir2- (IN) DIAMETER STEEL HEAVY HEX NUT, WITH If2- (IN) FLAT WASHER, TWO EACH REQUIRED PER 2 IQ* (IN) CLR. if VZ'(IN) STEEL BASE PLATE ANCHOR BOLT - MINIMUM OF TWO THREADS ABOVE N TOP OF NUT OR 519' (IN) MAXIMUM (TYP) MID.) PREMOLDED JOINT FILLER GROUT PAD - INSTALL 1/2- (IN) BASE PLATE - AFTER PLUMBING : I SEE DETAIL STANDARD r TT 0 4 (TYP,) 18 TUBE # 4 (TYP-) 318- (IN) DRAIN T I' TOP OF CURB ANCHOR BOLT TEMPLATE ASSEMBLY ED 2' (IN) ANCHOR BOLT TEMPLATE - TWO REQUIRED 1/2' (IN) x 24" (IN) FULL THREAD ANCHOR CONDUIT COUPLING - INSTALL PVC STUBOI FLUSH WITH TOP OF FOUNDATION. BOLTS - FOUR REQUIRED (DO NOT GLUE PVC STUBOUT) I 1W CLR. TOP OF SECTION DB METER 112- (IN) DIAM. STEEL HEAVY HEX NUTS - SIDEWALK ELECTRICAL CONDUIT FOUR REQUIRED PER ANCHOR BOLT FLAT WASHERS - FOUR REQUIRED PER ANCHOR BOLT PREMOLDED SORE 4 JOINT FILLER It SECTION b 11 ANCHOR BOLT it TEMPLATE ASSEMBLY 11 E 411 _J z W U_ pa TOP OF POLE 4- I IV (IN) i I WEEP J 4 4 (TYP.) ACCESSIBLE PEDESTRIAN PUSHBUTTON WITH CURB BASE AD STANDARD PLAN J-20.11-02 SHEET 1 OF 2 SHEETS V (IN) DIAMETER ELECTRICAL APPROVED FOR PUBLICATION CONDUIT WiWwk ilui,�o 6' 8 IATF ULS*N FNGINLf_fA Waithington Staft Deparknont of Transportadon ELEVATION PERSPECTIVE VIEW TYPE PPB STANDARD DETAILS NOTES ____JI N 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, 4 112" (in) O.D. at sfipfifter weld. Taper shall be 0.14" (in) per foot. 3 Welding of structures shall be in accordance with the latest edition of the AWS DIA Structural TOP OF Welding Code - Steel. All buff welds shall be ground flush with base metal. I % .1 POLE 4 See Standard Plan J-20 26 for Accessible Pedestrian Pushbutton details 1/4- (IN) WEEP HOLE HOLE BELOW MATCHLINE - SEE DETAILS ON PEDESTRIAN SIGNAL HEAD 01 MATCHUNE 6 WITH TYPE 0 MOUNT J TYPE C MOUNT PLACEMENT 1" (IN) DIAMETER HOLE (TYP.) TAPERED STEEL . ..... SHAFT 9"(114) DIAMETER BOLT CIRCLE 3/4- (IN) STEEL PLATE 0 1/8 - 3/16 BASE PLATE DETAIL INSTALL ROSETTE IF WMArkef)l IT is nor to 1A" (IN) WEEP HOLE LOCK NIPPLE OFFSET SLIPFITTER OFFSET TO FRONT OF POLE VIEW TYPE D MOUNTING DETAIL VATCHUNE 5, See Standard Plan J-20.20 for Accessible Pedestdan 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 X- 0" min. slack. Attach to pole grounding stud with a full circle crimp -on connector (crimped with a manufacturer recommended crimper). ABOVE MATCHILINE - 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 (R 10 - 32P) "PUSH BUTTON FOR 2 SECONDS FOR EXTRA CROSSING TIME" two inches above the Accessible Pedestrian Signal (APS) Assembly, TAPERED STEEL SHAFT (SEE NOTE 2) ACCESSIBLE PEDESTRIAN SIGNAL (APS) (SEE NOTE 5) 1,14- (IN) STAINLESS STEEL HEX NUT POLE WALL STAINLESS STEEL WASHERS (TYP.) 114" (IN) DIAMETER x 1 1/4" (IN) LONG fro., STAINLESS STEEL STUD 7-1 1/4' (IN) STAINLESS STEEL NUT HEX (TYP) FULL CIRCLE CRIMP -ON CONNECTOR (TYP.) EQUIPMENT GROUNDING SUPPLEMENTAL GROUNDING CONDUCTOR CONDUCTOR GROUNDING CONNECTION GROUNDING CONNECTION SEE DETAIL DETAIL HAND HOLE EQUIPMENT GROUNDING CONDUCTOR (SEE NOTE 6) SUPPLEMENTAL GROUNDING CONDUCTOR (SE NOTE B) TOP OF TOP OF SIDEWALK j j F FOUNDATION PREMOLDED JOINT FILLER it CONCRETE FOUNDATION t _ (' ' (SEE NOTE 1) 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 I OF I SHEET APPROVED FOR PUBLICATION SWt0kS1<A LW3INLkA WashIrVton Suft Depotimam of Transportation VWAF J 60i 6" (IN) DIAMETER HOLLOW IN CENTER OF GROUT PAD 4 4 rt 2-1/2" CLR. (TYP ) I 2'- (r SQUARE PLAN VIEW FOUNDATION DETAILS (IN) DIAMETER HOLE (TYP.) 1\ V__ _Q ,, TYPE I SIGNAL POLE g- (IN) DIAMETER I,, / i \ 118 BOLT CIRCLE C, @04 (TYP.) #4 REINFORCING STEEL QUANTITIES LIST MARK - QTY. 3 2 3 7 (IN) STEEL PLATE WI TH TH HOLE = POLE BASE + 16' (IN) BASE PLATE DETAIL 114- (IN) STEEL V (IN) DIAMETER PLATE HOLE (TYP L 11/2 (IN) DIAMETER BOLT CIRCLE ANCHOR BOLT TEMPLATE REINFORCING STEEL BENDING DIAGRAM SEE STD. SPEC. 9-01.1(2) FOR BENDING DIAMETER 1135' 1'- 7". HOOK (TYP,) J1 135* #4 HOOK (TYP.) CD -1 #4 3'-2" _. @ 4 06#4 DIMENSIONS ARE OUT TO OUT ACCESSIBLE PEDESTRIAN SIGNAL (APS) ASSEMBLY ELECTRICAL CONDUIT - SEE CONTRACT FOR DIAMETER ANCHOR BOLT TEMPLATE ASSEMBLY ANCHOR BOLT TEMPLATE -TWO REQUIRED 314" (IN) x 36' (IN) FULL THREAD ANCHOR BOLT - FOUR REQUIRED 3/4- (IN) DIAM. STEEL HEAVY HEX NUTS FOUR REQUIRED PER ANCHOR BOLT FLAT WASHERS FOUR REQUIRED PER ANCHOR BOLT GROUNDING CONNECTION - SEE STANDARD PLAN J-20.20 EQUIPMENT GROUNDING CONDUCTOR SUPPLEMENTAL GROUNDING CONDUCTOR (SEE NOTE 5) BASE PLATE ASSEMBLY - 314" (IN) DIAMETER STEEL HEAVY HEX NUT, 314- (IN) STEEL BASE PLATE - SEE DETAIL WITH FLAT WASHER, TWO EACH REQ'D PER ANCHOR BOLT - MINIMUM OF GROUT PAD - INSTALL AFTER TWO THREADS ABOVE TOP OF NUT PLUMBING STANDARD i OR 518* (IN) MAXIMUM (TYP.) 3/8" (IN) I.D DRAIN TUBE LEVELING NUT (TYP..) IN GROUT PAD 3/4" (IN) CHAMFER # 4 2" (IN) PVC STLIBOUT FINISHED GRADE 1 V TO 2" TOP OF FOUNDATION - or FLUSH WITH SIDEWALK TOP OF SIDEWALK 6- (IN) DIAM HOLLOW IN CENTER OF I i i 2 1/2" CLR, GROUT PAD T-t PREMOLDED JOINT FILLER SUPPLEMENTAL GROUNDING # 4 CONDUCTOR CLAMP (SEE NOTE 5) C�# 4 ti ANCHOR BOLT ELECTRICAL CONDUIT - SEE CONTRACT FOR DIAMETER SECTION O KEY NOTE CONDUIT COUPLING - INSTALL FLUSH WITH TOP OF FOUNDATION, (DO NOT GLUE PVC STUBOU7) TOP OF 0( CURB TOP OF FOUNDATION Y CLR. (TYP.) _ _ N 2'- Cr PERSPECTIVE VIEW SQUARE ELEVATION 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 ' VhWA VW State Depoviammt of Transpoeftmon A111111111116 L VIA IF APPROVED FOR CONSTRUCTION OF RE ON DATE 00 0- (n W r _J 0 LL_ C14 0 LLJ 0 UJ > 0 0 LLJ OIL CL IAJ1 0 V) cr_ 6 z JIM -1 0. 4g, z 0 4t P. 0 4111 4 z z 0 LL li (1) _J Z 0 z W tf) < D W 3: D 0 W 0 z 0 UL Cl) 0-0 ILL O z oz W W > 0 < z 0 z z 0 z LLJ ce. SHEET:55/SIG-1 1 OF: 70 JOB NO.: 17534 DWG: DETS—PDFS—SH 35 LO 0 < < < CJ 00 %_ 0 011 1111� V) V) Q. V) 0 C) Q_ *ID 0 0 0 0, C 0 U) 0 > 0 +_j C W 0 21 U-1 Cr E NOTES TERMINAL BLOCK 1. See Standard Plan J-211.10 for Signal Standard Foundation with Fixed Base and Slip Base details. Z See Standard Specification 9-29.3 for Cable Conductor requirements. TERMINAL 3. Install heat shrink caps on all spare conductors not terminated on a terminal strip. BLOCK (TYP,) 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 in concrete: provide 3'- 0" min. slack. Attach to pole grounding stud with a full circle crimp -on connector (crimped with manufacturees recommended crimper). W 0- 5. Equipment grounding conductor shall attach to grounding stud with a full circle 0- crimp -on connector (crimped with a manufacurer's recommended crimper). BLOCK R ®R BL 1/4"WEEP HOLE BRONZE COLLAR AND TERMINAL COMPARTMENT LL IMSA 20-1 7C #14 CABLE -FROM CONTROLLER (SEE NOTE 3) SEE NOTE 3 1/4"WEEP HOLE W SLIPFITTER - OFFSET TOP MOUNT, PLACE OFFSET TO FRONT OF POLE, DRILL TO SEAT SET SCREWS FOR SIGNAL HEAD MOUNTING IMSA 20-1 5C #14 CABLE DETAILS; SEE STANDARD PLAN 4-20.16 PEDESTRIAN SIGNAL WRING DETAIL IMSA 20-1 3C #14 CABLE (TYPE 0 MOUNTING SHOWN) DOUBLE PEDESTRIAN SIGNAL WIRING DETAIL (TYPE C 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 WRING DETAIL IMSA 20-1 7C OR SC #14 CABLE - TO SIGNAL DISPLAY (SEE CONTRACT PLANS FOR STAINLESS STEEL WIRE SIZE AND QUANTITIES) INN, H2C (SH) CONDUCTOR - TO PUSHBUTTON WASHERS (TYP.) (SEE CONTRACT PLANS FOR QUANTITIES) V1/8 GROUNDING 1/4"DIAMETER x I" LONG CONNECTION HAND HOLE POLE WALL STAINLESS STEEL STUD EQUIPMENT GROUNDING CONDUCTOR - SEE NOTE 5 LEVELING NUT (TYP,) 3Ar DRAIN TUBE ON STAINLESS STEEL REINFORCING STEEL NUT BAR (TYP.) STAINLESS i-A STEEL NUT SUPPLEMENTAL GROUNDING CONDUCTOR - SEE NOTE 4 FULL CIRCLE CRIMP -ON EQUIPMENT GROUNDING CONNECTOR (TYP) CONDUIT COUPLING w INSTALL FLUSH WITH TOP OF FOUNDATION CONDUCTOR - SEE NOTE 6 OA (DO NOT GLUE PVC STUBOUT) GROUNDING CONNECTION I DETAIL SUPPLEMENTAL GROUNDING ELEC TRICAL CONDUIT - SEE CONDUCTOR SEE NOTE 4 CONTRACT PLAN FOR DIAMETER CONFIGURATIONS VARY AMONG DIFFERENT MANUFACTURERS (SHOWN EXPLODED FOR CLARITY) FOUNDATION WIRING DETAIL SC PEDESTRIAN HEAD TERMINATIONS TERMINAL NUMBER COLOR CODE USE 7 1 R DON'T WALK DISPLAY 7 2 a WALK DISPLAY 7 3 W NEUTRAL CONDUCTOR 6 a 0 SPARE CONDUCTOR SPARE CONDUCTOR 7 ilr 1 ASSOCIATED PHASE NUMBER 7C PEDESTRIAN HEAD TERMINATIONS TERMINAL COLOR USE NUMBER CODE 7 * 1 i R DON'T WALK DISPLAY ?*2 a WALK DISPLAY 7*** 3__ W NEUTRAL CONDUCTOR 7 # 6 8 SPARE CONDUCTOR 7* 1 0 DOOT WALK DISPLAY 7 2 BL WALK DISPLAY 3 WB NEUTRAL, CONDUCTOR vt ASSOCIATED PHASE NUMBER ? PEDESTRIAN SIGNAL STANDARD (TYPE PS) ELECTRICAL DETAIL STANDARD PLAN J-20.20-02 SHEET I OF I SHEET 1_1__________ APPROVED FOR PUBLICATION Pasco Bakodch N 5120113 61AM D"" 1110MM DAI k Washing" State Depatimem of Tratoporkolm APP RR WNWR=ON If CITY OF RENTON 6ATt ACCESSIBI PEDESTRU PUSHBUTTC (APS) ASSEMS INSULINER SLEEVE RI0-3e (RIGHT) WIRE ROUTING PERSPECTIVE VIEW KEY In FACE PLATE 114-20 - 3/8' LONG STAINLESS STEEL SCREW 3 1/4-20 STAINLESS STEEL SCREWS 4 PUSHBUTTON FRAME ADAPTER 6 1/4-20 STAINLESS STEEL BOLT W/ WASHER AND LOCK WASHER PUSHBUTTON STATION DRILL AND TAP SHAFT FOR 1/4" DIAM BOLT 8 DRILL AND TAP SHAFT FOR NW WIRE GUIDE HOLE ADD INSULINER Ce 0 < 4 5 3 W4 R 10-30 (LEFT) PEDESTRIAN PUSHBUTTON INSTRUCTIONAL SIGN W4 L R10-3e (MOD.) us ATTACH S@GN 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 ti FLAT HEAD SCREWS (TYP.) 0 10) LL9 @ 0 9. PEDESTRIAN PUSHBUTTON FRAME ADAPTER =- ACCESSIBLE PEDESTRIAN SIGNAL (ASP) ASSEMBLY METAL POLE INSTALLATION PPB_M POST ROORE DIAMETER ONDULET WOOD POLE INSTALLATION ALTERNATIVE I PPB-W (ACCESSIBLE PEDESTRIAN PUSHBUTTON - TEMPORARY TIMBER STRAIN POLE) 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 8 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 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 'Jill A ACCESSIBLE PEDESTRIAN PUSHBUTTON (PPS) DETAILS STANDARD PLAN J-20.26-01 SHEET I OF 2 SHEETS APPROVED FOR PUBLICATION Pasco Bakodch N 7/12/12 STATE DE31GN ENOINEER DATE ISOMETRIC VIEW AM Washington StomaDapa"mem of Transportation "r (METAL POLE SHOWN) VAP 4 k 4 POST WOOD POLE INSTALLATION ALTERNATIVE 3 PPB-W (ACCESSIBLE PEDESTRIAN PUSHBUTTON - TEMPORARY TIMBER POLE) ACCESSIBLE PEDESTRIAN PUSHBUTTON (PPS) DETAILS STANDARD PLAN J-20.26-01 SHEET 2 OF 2 SHEETS APPROVED FOR PUBLICATION Pasco Bakodch N 7/12/12 STATE CtSKM ENOR&ER DATE Washington Stato Deparimens of Transportation VAP ----- - 00 CL 0 (1) W _T U- C14 W Wj V) LLJ z y 0 LAJ 0 cr _ LIJ 0- CL 0- < z 0 0 Of 6 z O's z z 0 LL CO j 0 z Q M W 4 U.1 z W 3: D 0 0 z 0 U., U) LL z 0 (.5 0 W 5 z W > 0 z 0 Z 0 GA z W SHEET: 56/SIG-1 2 OF: 70 JOB NO.: 17534 DWG: DETS—PDFS—SH 37 _j z y 00 0 N V) I cf) V) C1 0 11 Ok Cn CD 0 C) CP 0 C 0 4-0 z 0 I`_ z Uj CK TOP OF FOUNDATION LEVEL W/ GROUNDING CONDUCTOR NON - SIDEWALK OR ABOVE SOIL SURFACE - INSULATED 94 AWG STRANDED SEE STANDARD PLAN J-26.15 COPPER - PROVIDE 3' MIN. SLACK (ROUTE CONDUCTOR TO GROUNDING FOR PLACEMENT DETAILS SIGNAL POLE STUD) I i "I CONDUIT COUPLING - INSTALL FLUSH GROUT W / 3/81, C,4 i DRAIN HOLE WITH TOP OF FOUNDATION (DO NOT GLUE PVC STUBOUT) EARTH EMBANKMENT AS REQUIRED - SEE 471 It I- PLAN 'EMENT DETAILS EXISTING GRADE _ � � � o �r-�_ . �l ; �� ,ram 2 (D W 0-' 1 MAX. e- dl GROUND SLOPE M < II II ANCHOR BOLTS & ANCHOR, U_; < PLATE SUPPLIED BY SIGNAL W U_ POLE MANUFACTURER 0 < #4 HOOPS @ LL; Z T W LU :D 0 l'- 0" CENTERS C) 8-#8BARS U U) Uj z z EVENLY SPACED 0;� t W 3" CLR. Cl) < T 3'- 0" SQUARE, UNDISTURBED OOR ROUND EARTH OR 4'- 0" ROUND FOUNDATION REINFORCEMENT DETAIL CONCRETE CAST DIRECTLY AGAINST UNDISTURBED EARTH, DRILLED SHAFT ALTERNATE # 1 GROUNDING CONDUCTOR NOW NOTES INSULATED #4 AWG STRANDED COPPER - PROVIDE 3' MIN. SLACK 1 This structure has been designed according to the Fifth (ROUTE CONDUCTOR TO GROUNDING Edition 2009 AASHTO Standard Specifications for STUD) Structural Supports for Highway Signs, Luminaires and CONDUIT COUPLING - INSTALL FLUSH Traffic Signals. Basic wind velocity is 90 mph, Design WITH TOP OF FOUNDATION (DO NOT Life/Recurrence Interval 50 years, and Fatigue Category Ill. GLUE PVC STUBOUT) 2. Foundations are designed for Type 11, 111, and SD Signal fi EARTH EMBANKMENT Standards with a maximum mast arm length of 65'. AS REQUIRED -- SEE 3. Foundations are designed for Single Mast Arm Standards I x PLACEMENT t::IA1L-_`) and Double Mast Arm Standards with 90' between arms. t- < 'ILL 'r-i Special foundation design is required for Double Arm 4 EXISTING GRADE Standards where the angle between mast arms is other 7 z . 2 than 90". For Double Mast Arm Standards with 900 I MAX. between arms, use larger XYZ value for foundation depth LIGROUND SLOPE selection. ?( I LL� ANCHOR BOLTS & ANCHOR 4. Foundations not within the parameters of this standard PLATE SUPPLIED BY SIGNAL require Special Design. Contact the WSDOT Bridge and POLE MANUFACTURER Structures Office through the Engineer for Special 8-#8 BARS Foundation Designs. EVENLY SPACED 3"'CLR. P5. 'Where a foundation is constructed with -in a Media Filter ",(TYP.) Drain, the foundation depth shown in the Contract Plans shall be increased by the depth of the Media Filter Drain. L 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 ,1 011, 3'- 0" OR 4'_ 0" UNDISTURBED EARTH cured, this entire form shall be removed. Mitz-11L ROUND (TYP.) (TYP.) 7. For design parameters between the values listed in Table, FOUNDATION REINFORCEMENT AND BACKFILL DETAIL depth requirements may be interpolated between the CONCRETE CAST WITHIN A CORRUGATED METAL, PIPE STAY -IN -PLACE FORM values provided, ALTERNATE # 2 8. Install Signal Foundation Identification Tag. See CONDUIT SIZE AND QUANTITY AS SHOWN IN THE CONTRACT; Standard Pla-,Co. I a for UuLdilz). PAPER OR CARDBOARD FORM SHALL NOT STAY -IN -PLACE CAP BOTH ENDS. ALTERNATE #2 - CONSTRUCTION METHOD CLAMP CONDUCTOR TO STEEL REINFORCING WITH LISTED CONNECTOR <4> SEE NOTE 5 METAL (SUBSURFACE) FORM REQUIRED SUITABLE FOR USE EMBEDDED IN CONCRETE TOP OF FOUNDATION LEVEL W/ SIDEWALK OR ABOVE SOIL SURFACE - SEE STANDARD PLAN J-26.15 FOR PLACEMENT DETAILS GROUT W / 3/8-�I N� ti 0 DRAIN HOLE CV W Z) UJI 4> X 0 < T_ _J CL cl" 0, CL LLJ < Z b 0 . z z M 11 < <9> cf) LL _J CC U 0 CL LIMITS OF EXCAVATION Rol" UL < 1� <0 (TYP.) Co ' W I,_ ILL #4 HOOPS @ <, 1,- UJ W jE l'- 0" CENTERS j WIX W U CO Z = ! X M i _j .0 i SIGNAL POLE FOUNDATION DEPTH "D" TABLE ALTERNATE # I DRILLED SHAFT -TYPE CONSTRUCTION FOR LATERAL BEARING PRESSURE - 2500 PSF & 0 = 340, 1500 PSF & 0 = 28', 1000 PSF & 0 - 26D GROUND SLOPE= 3H 1V OR FLATTER GROUND SLOPE = GREATER THAN 3H: IV TO 2H: 1V ALLOWABLE LATERAL FOUNDATION XYZ (FT3) ALLOWABLE LATERAL I FOUNDATION XYZ (FT3) BEARING PRESSURE TYPE 700 900 1350 1500 1900 1 2300 2600 3000 BEARING PRESSURE 1 TYPE 1 700 900 11350 1 500 1 1900 2300 2600 1 3000 1000 PSF 3'- 0" ROUND 3' - 0" SQUARE 10'- 0" 8'- 0" 10'-0" 8'-0" ll'-O" 9'-0" ll'-O" 9'-0" 15'-0" 10'-0" 18'-0" ll'-Ol* 20'-011 12'-0" 20'- 01, 12'-0" 1000 PSF 3'- 0" ROUND SPECIAL FOUNDATION TYPE 3'- 0" SQUARE SPECIAL FOUNDATION TYPE 4- 0" ROUND SPECIAL FOUNDATION TYPE 4'- 0" ROUND 8'- 0" 8'- 0'* 9' - 07 9'-0" .... ........ 10'-0" ill -01, 12'- 0" 12'- 0" 1500 PSF 3'- 0" ROUND 3'--0" SQUARE 8'- 0" 7'- 0" 8'- 0" 7'- 0" 9' - 0" 7'- 0" 11 0" 8' - 0" 13'- 0" 8- 0" 15'- 0" 91 - 0" 181 - 011 100-001 18f - oll 101-01l 1500 PSF T- 0" ROUND 3'- 0" SQUARE ll'-O" ll'-O" 12'-0" 14'-0" 16'-0" 18'-0" 21'-0" 21'-0" 10'-0" 10'-0" 10'-0" ll'-O" ll'-O" 12'-0" 13'- 0" 13'- 0" 4* - 0" ROUND 7'- 0 7'- 0" 71- 0" 8'- 0" 8'- 0" 91- 0" 101- 0" 10'- 0" 4'- 0" ROUND 0 01* to ill -Oft T 1 01- 011 111- 0 121- 011 130 - Olt 10'-0" 10 '1 131- 0" 2500 PSF OR GREATER 3'- 0" ROUND 3' - 0" SQUARE 6- 0" 6- 0" 6'- 0" 6'- 0" 7'- 0" 6- 0" 8'- 0" 6'- 0" 9- 0" 7'- 0" 1 l'- 0" T- 0" 15' - " 0___ 8'- 0" 15'- 0" 8'- 0" 2500 PSF OR GREATER 3'- 0" ROUND 9'- 0" 9'- 0 of 10'-0" 12'-0" 12'-0" 14'- 0" 18 - 0" 18'- 01' 3'- 0" SQUARE 9'-0" 9'-0" 91-01, 91-01, 101-01, 101-011 111-011 111-01, 14'- 0" RO UN 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" I lol- 0"10l O - R, i - 04, ALTERNATE # 2 CORRUGATED METAL PIPE TYPE CONSTRUCTION FOR LATERAL BEARING PRESSURE = 2500 PSF & 0 = 23', 1500 PSF & 0 = 18", 1000 PSF & 0 = 17' GROUND SLOPE = 3H: 1V OR FLATTER ^ GROUND SLOPE = GREATER THAN 3H: 1V TO 2H: IV ALLOWABLE LATERAL 7 FOUNDATION XYZ (FT 3) ALLOWABLE LATERAL BEARING PRESSURE FOUNDATION TYPE XYZ (FT 3) BEARING PRESSURE TYPE 700 900 1350 1500 1900 2300 2600 3000 900 1350 1 700 1 1500 1900 1 2300~V 2600 1 3000 3'- 0" ROUND 10'- 0" ll'-O" 15'-0" 20'-0" 25'-0" 28'-0" 28'-0" T- 0" ROUND SPECIAL FOUNDATION TYPE 1000 PSF 4'- 0" ROUND 8'- 0" 8'- 0" 9'- 0" 12'- 0" 13'- 0" 14'- 0" 15'- 0" 15'- 0" 1000 PSF 4'- 0" ROUND SPECIAL FOUNDATION TYPE 3'- 0" ROUND 8'- 0" 8'- 0" ll'-O" 15'-0" 18-0" 21'-0" 25'-0" 25,-0.. 1 T-0"ROUND ll'-O" ll'-O" 141-0" 18'-0" 21'-0" 24'-0" 28'-0" 23'-0" 1500 PSF 1500 PSF - - 4'- 0" ROUND 7'- 0" 7'- 0" 8- 0" 10'- 0" 13'- 0" 15'- 0" 151 - Opt 4'-O"ROUND 10'-0" 10'-0" 10'-0" ll'-O" 13'-0" 16-0" 18'-0" 181-01, 2500 PSF 3'- 0" ROUND 6'- 0" 6'- 0" 7'-�L 1 l- 0" 13'_ 0"' 18' - 0" 20'- 0" 20'- 0" 2500 PSF 3'- 0" ROUND 9'- 0" 9'- 0" 10'- 0" 14'-0" 16'-0",21'-0" 23'-0" 23'-0" OR GREATER Y-y 4'- 0" ROUND 6'- 0" 6'- 0" 6',- 0" 1 6'- 0" 7' - 0" 9'- 0" 9'- 0" 9'- 0" OR GREATER 4 0" ROUND 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 It or 48" diameter corrugated metal (pipe) form. The top of the corrugated metal form shall terminate I 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. �.1) 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. TRAFFIC SIGNAL STANDARD FOUNDATION STANDARD PLAN J-26.10-03 SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION C aqwwer, JOT Jul 212016 8i27 AM, STATE DESIGN ENGINEER AdW "00' W/AIF Washington State Department of Transportation 7 APP FOR BID OF RENT'ON DATE APPROVED FOR CONSTRUCTION ClfY OF RItNTON DATE' 00 a- (n V) (n z y 0 X 113- X a- ......... ON Ln 6 z r-4 z Z 0 z z 0 11_ 0 K r V) < 3.- U. n W W 3: F- W 0 z 0 11-- < LL Cl) U. 0 z D 0 0 0 W D z W > 0 0 z 0 z Z 0 F- z W Cy. SHEET: 57/SIG -1 3 OF: 70 JOB NO.: 17534 DWG:DETS-PDFS-SH 34 A -i U-1 0 <11, z 110 11- 6 1 CO 0 >1 tri 1`0 _T -Al- 0 0- I L.Li 0 n 0 _0 0 48 0) 0 0 0 CT 4-4 "D 0 Ln z z It 1__- 3/8* PREMOLDED JOINT FILLER TOP OF FOUNDATION LEVEL WITH GRADE SEE TYPICAL 3'- (r SECTION FOR SIDEWALK SIGNAL STANDARD FOUNDATION REINFORCEMENT -------- SEE STANDARD PLAN J-26.10 SIGNAL STANDARD FOUNDATION SEE STANDARD PLAN J-26.10 NOT STEEPER THAN I .5H IV � 3'- 0* SIGNAL STANDARD FOUNDATION SEE STANDARD PLAN J-26.10 tAl F FINSHED GRADE SLOPE = FLAT TO 2H : IV 7 - 0- FOR 3'- 0" DIAM, FOUNDATION (4H: IV SLOPE SHOWN) 2'- 6" FOR 4'- 0* DIAM. FOUNDATION 2'- 6" FOR 3' - 0" SQUARE FOUNDATION 10 SLOPE TO DRAIN AWAY �Dl SLOPE TO DRAIN AWAY FROM THE FOUNDATION FROM THE FOUNDATION SLOPE NOT STEEPER THAN 5% SLOPE NOT STEEPER THAN 5% (SHOWN REDUCED) PLAN SECTION PLAN ELEVATION FOUNDATION IN OR NEAR SIDEWALK EXISTING GRADE OR FILL SLOPE = FLAT TO I OH : I V CASE A CASE B 0 O L) co z SIGNAL STANDARD FOUNDATION SEE STANDARD PLAN J-26.10 V_0* 1. Cl T ILL SLOPE TO DRAIN AWAY FROM THE FOUNDATION SLOPE NOT STEEPER THAN 5% SIGNAL STANDARD FOUNDATION SEE STANDARD PLAN J-26,10 LL to "'TIN NOT STEEPER THAN 2H: IV FINISHED GRADE SLOPE m 3H * IV OR FLATTER BUT NOT FLATTER THAN 10H: IV SIGNAL STANDARD FOUNDATION - SEE STANDARD PLAN J-26.10 PLAN ELEVATION EXISTING GRADE OR FILL SLOPE = ION, IV TO!5 3H: IV CASE C SLOPE TO DRAIN AWAY FROM THE FOUNDATION SLOPE NOT STEEPER THAN 5% PLAN ELEVATION EXISTING GRADE OR FILL SLOPE - > 3H ; i V TO 2H : I V CASE D NOT STEEPER THAN 1.5H: IV FINISHED GRADE SLOPE- STEEPER THAN 3H: IV BUT NOT STEEPER THAN 2H IV NOT STEEPER THAN 2H - 1V FINISHED GRADE SLOPE � FLAT TO I OH :IV (ION - IV SLOPE SHOWN) SIGNAL STANDARD FOUNDATION - SEE STANDARD PLAN J-26.10 SIGNAL STANDARD FOUNDATION SEE STANDARD PLAN J-26,10 SIGNAL STANDARD FOUNDATION PLACEMENTS STANDARD PLAN J-26-15-01 SHEET I OF 3 SHEETS APPROVED FOR PUBLICATION Pasco Sakotich fit 05117112 LSION ENGINEER 40F WoshinOto- S"09 Dopmb"WO of SEE TYPICAL SECTION FOR REINFORCEMENT - CEMENT CONCRETE SIDEWALK SEE STANDARD PLAN F-30.10 SIGNAL STANDARD FOUNDATION - 4- - 6- MIN, TRAFFIC ISLAND -SEE CEMENT CONCRETE SIDEWALK SEE STANDARD PLAN J-26.10 CONTRACT PLAN SHEETS > FO R TRAFFIC SEE STANDARD PLAN F-30.10 OR DETAILS OR ASPHALT CONCRETE PAVEMENT 4'- 6' MIN. FROM THE FACE CEMENT CONCRETE SIDEWALK OF THE: POLL TO THE BACK OF 3/8" PREMOLDED SEE STANDARD PLAN F-30.10 THE CURSOR EDGE OF SHOULDER JOINT FILLER SEE TYPICAL SECTION to jL FOR REINFORCEMENT 318* PREMOLDED JOINT FILLER 318" PREMOLDED 2 W SEETYPICAL SECTION JOINT FILLER SEE TYPICAL. SECTION FOR CEMENT CONCRETE SIDEWALK ID FOR REINFORCEMENT REINFORCEMENT SEE STANDARD PLAN F-30.10 it OR ASPHALT CONCRETE PAVEMENT .4-1 3/8* PREMOLDED VARIES JOINT FILLER ""PREMOLDED Av - a" MIN. 6' MIN. JOINT FILLER NOTE SIGNAL STANDARD (TYP.) FOUNDATION - SEE TO FACE OF APPLIES TO THE SIDE OF THE FOUNDATION WHEN STANDARD PLAN J-26.10 STANDARD PEDESTRIAN PUSH BUTTON IS TO BE INSTALLED. SIGNAL STANDARD FOUNDATION PARTIALLY WITHIN FOUNDATION - SEE SIGNAL STANDARD TO ' FACE' , ' 0 ' F STANDARD PLAN J-26.10 SIDEWALK SECTION FOUNDATION - SEE STANDARD STANDARD PLAN J-26.110 FOUNDATION WITHIN SIDEWALK OR TRAFFIC ISLAND SECTION n DUAL PEDESTRIAN PUSH BUTTON 0 NOTE REFER TO CONTRACT DOCUMENTS FOR PROJECT SPECIFIC NOTE SIGNAL STANDARD CEMENT CONCRETE SIDEWALK INTERSECTION LAYOUTS & TRAFFIC ISLAND MATERIAL TYPE 2'- 0" FOR T- T DIAM. FOUNDATION FOUNDATION - SEE SEE STANDARD PLAN F-30AO STANDARD PLAN J-26.10 OR ASPHALT CONCRETE PAVEMENT 2'- 6" FOR 4' - 0' DIAM. FOUNDATION FOUNDATION PARTIALLY 2'- 8* FOR Y- 0"SQUARE FOUNDATION m WITHIN SIDEWALK SECTION APPLY GROUT EVEN WITH THE SINGLE PEDESTRIAN PUSH BUTTON BOTTOM OF THE ANCHOR PLATE GROUNDING CONDUCTOR NON -INSULATED AFTER PLUMBING THE STANDARD $4 AWG STRANDED COPPER - PROVIDE TMIN. FOUNDATION OUTSIDE THE SIDEWALK SECTION PROVIDE 3/8'.DiAMETER DRAIN TUBE SLACK (ROUTE CONDUCTOR TO GROUNDING STUD) IN THE GROUT PAD 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 RECESS FLUSH WITH TOP OF SIGNAL STANDARD FOUNDATION FOR EXTENDED SIDEWALK SIDEWALK OR SIGNAL FOUNDATION FINISHED FOUNDATION LAYOUT TRAFFIC ISLAND IDENTIFICATION TAG n SIGNAL STANDARD 12 - 28 (NF) x 24 LONG STAINLESS STEEL Z%= FLI- SCREW - DRILL AND TAP FROM BOTTOM if HAND HOLE 6 LEAVE SCREW FLUSH WITH TOP. APPLY LOCKTITE TO SCREW THREADS TO BIND It I I Iit I &s Ll SCREWS AND I.D. TAG TOGETHER it > I It I 3 1/4* CLAMP CONDUCTOR TO STEEL. REINFORCING FOUNDATION 'AID" LAILA WITH 17 LISTED r-LJ CONNECTOR UN SUITABLE 1ADLE FOR USE - . I I OBLIQUE VIEW REINFORCING AND ANCHOR BOLTS NOT SHOVM FOR CLARITY (GROUT PAD OPTION SHOWN) EMBEDDED IN CONCRETE mp.) 0.05'MIN. w If 11 (Typ.) SIGNAL STANDARD FOUNDATION SEE STANDARD PLAN J-26.10 FOUNDATION DEPTH lit 2�SHAPE SQUARE OR ROUND 0- DIMENSION 36 ------- DIAMETER OR W;DTH A[ T 41 4 ....... ALTERNATE 1 OR - Cr- .P ROUGHENED CONCRETE SURFACE STANDARD PLAN J-26,10 NOTE FOUNDATION REINFORCING ONLY PARTIALLY SHOWN FOR CLARITY SIGNAL FOUNDATION - SEE STANDARD PLAN J-26.10 FOR DETAILS NOT SHOWN. IDENTIFICATION TAG DETAIL TEXT SHALL Be ENGRAVED 0.014' DEEP TYPICAL SECTION SIGNAL. STANDARD FOUNDATION PLACEMENTS STANDARD PLAN J-26.15-01 SHEET 3 OF 3 SHEETS _APPROVED FOR PUBLICATION Pasco Bakotich N 05/17/12 AM s tA-rrx Dcs*N fjoftio OA f E v7A# 3/8" PREMOLDED JOINT FILLER SEE TYPICAL SECTION FOR REINFORCEMENT EXISTING GRADE OR CUT SLOPE SLOPE = FLAT TO 2H - IV SLOPE TO MEET (MAX. SLOPE SHOWN) FINISHED GRADE SEE SECTIONS FOR SLOPE TOP OF FOUNDATION LEVEL WITH GRADE SIGNAL STANDARD FOUNDATION Y-0- SEE STANDARD PLAN J-2610 SIDEWALK SECT OR SL OPE LOPE in r0. 0. SIGNAL STANDARD FOUNDATION I NOTE SEE STANDARD PLAN J-26AO 2'- WFOR 3'- 0" DIAM. FOUNDATION 2' - 6" FOR 4'- 0" DIAM. FOUNDATION 2* - 6' FOR 3'- 0" SQUARE FOUNDATION Cl) SLOPE TO DRAIN AWAY FROM THE FOUNDATION SLOPE NOT STEEPER THAN 5% (SHOWN REDUCED) SECTION O PLAN FOUNDATION IN OR NEAR SIDEWALK CASE E EXISTING GRADE OR CUT SLOPE EXISTING SLOPE STEEPER THAN IOH: IV TO 3H: IV (MAX. SLOPE SHOWN) 'TOP OF FOUNDATION SIGNAL STANDARD LEVEL WITH GRADE FOUNDATION SEE STANDARD PLAN J-26.10 4-cr NOT STEEPER BACK SLOPE THAN 2H IV SIGNAL STANDARD FOUNDATION SEE STANDARD PLAN J-26.10 01 PLAN SLOPE TO DRAIN AWAY ELEVATION FROM THE FOUNDATION SLOPE NOT STEEPER THAN 5% EXISTING GRADE OR CUT SLOPE IOH: IV TOE 3H: IV CASE G SIGNAL STANDARD FOUNDATION SEE STANDARD PLAN J-26.10 TOP OF FOUNDATION LEVEL WITH GRADE BACK SLOPE Soo T_ 01 T- 0' NOT STEEPER --------- - THAN 2H: IV ------ �7,777 EXISTING GRADE SIGNAL STANDARD OR CUT SLOPE FOUNDATION -- SEE FLAT TO IOH: IV STANDARD PLAN J-26.10 (MAX. SLOPE SHOWN) (1�) SLOPE TO DRAIN AWAY j FROM THE FOUNDATION SLOPE NOT STEEPER THAN 5% PLAN ELEVATION EXISTING GRADE OR CUT SLOPE FLAT TO IOH: IV CASE F EXISTING GRADE OR CUT SLOPE SIGNAL STANDARD SLOPE STEEPER THAN 14 1 3HIto u 4%yFOUNDATION lullo - SET: MAX.) STANDARD PLAN J-26.10 (MAX- SLOPE SHOWN) TOP OF FOUNDATION LEVEL WITH GRADE it (r 1. 7 7- NOT STEEPER THAN 1,5H: IV ---------- PLAN ELEVATION Cl) SLOPE TO DRAIN AWAY FROM THE FOUNDATION SLOPE NOT STEEPER THAN 5% EXISTING GRADE OR CUT SLOPE STEEPER THAN 3H: IV (2H: IV MAX.) CASE H SLOPE TO MEET FINISHED GRADE - SEE SECTIONS FOR SLOPE x\y SIGNAL STANDARD FOUNDATION - SEE STANDARD PLAN J-26.10 e Ti d ROO. SIGNAL STANDARD FOUNDATION PLACEMENTS STANDARD PLAN J-26.15-01 SHEET 2 OF 3 SHEETS ___APPRovm FOR PUBLICATION Pasco Bakotich N 05117112 Sl A I L DESK)N ENGNUP uiTlF_ '21 . . Washington Staft Depa"~f of Transpbrkidim APPROYJED FOR BID e0r6rRENT N I)ATE APPROVED FOR CONSTRUCTION elly br RENTON DATE 00 (f) 0 T_ O;f 0 CN CL. LLJ LAJ 0 Lli > y w0 LLj a. 0i 03: z 0 V) 9 ON En VA OD p- as 0 $A $A 44r E- pip 0 Cb A 0 0 z Amww U z < z z 0 0 z U. C0 ui 0 w z 0 UL Cl) 0 z :D 0 0 0 ui z w > 0 2 _j < z 0 z S2 Z 0 Cl) F- z w w SHEET58/SIG-14 OF: 70 JOB NO.: 17534 DWG:DETS-PDFS-SH 35 I LfJ Z < 00 o CN o6 0 LL_ 0 CL V) > 4-J Q) (n C 0 CL I--' 4) -C 0) _0 0 Q61* C71 0 0 0 0 CT Cn 0) 0 > 0 C 0 41 C 0 1.0 Z 0 Z LAJ APP FOR CONSTRUCTION CITY OF RENTON DATE TAPER DIVIDER ENDS TO MATCH INSIDE TAPER OF BOX 5/16" (IN) - V (IN) S. S. COUPLING NUT (TYP-) LID SUPPORT (TYP.) (SEE NOTE 3) GROUND STUD (SEE NOTE 4) COUPLING NUT FOR ALTERNATIVE 2 - SEE SHEET 2 LID LIFTING NOTCH - 1/4" (IN) x 3A' (IN) 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- ING DETAIL ALTERNATIVE 2) (SEE NOTE 11) 1 3AI- (IN) DIAM. HOLE WITH 1/2 - 13 x 1 112 STAINLESS STEEL PENTA HEAD BOLT BOLT PLATE - SEE DETAIL 3116 3/4 (TYP --�7- ->) 3116 3/4 TOP OF SOIL SURFACE OR FINISHED GRADE UJ 91 I IV [Z BOX INTERIOR LENGTH - 1/16" i (T-YP 5/16" (IN) x 1 112' (IN) S. S. SET SCREW (TYP,) 10 GAGE GALVANIZED DIVIDER PLATE STEELSIDE VIEW ELEVATION VIEW (FOR TYPE 2 JUNCTION BOX ONLY) A C JUNCTION BOX DIMENSION TABLE aG ITEM BOX TYPE TYPE 1 TYPE 2 A OUTSIDE LENGTH OF JUNCTION BOX 22- 33- 0 OUTSIDE WIDTH OF JUNCTION BOX 17' 22 ir2* ,_--- _1.________"______ C INSIDE LENGTH OF JUNCTION BOX IS"~ lir -_ 28* - 29' . .... . . .. ..... 0 INSIDE WIDTH OF JUNCTION BOX 13'-14* 17--18- ---- -------- E LID LENGTH 17 5M* 28 5/8* F LID WIDTH 12 5/8" 18 118" 12" ........ CAPACITY - CONDUIT DIAMETER ir 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, 3/16- (TYP.) 6, Equipment Bonding Jumper shall be # 8 AWG min. x 4' (ft) of tinned braided copper. 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 /3/16 1 1 fSEF NOTE 2) LIP PLATE (TYP.) Cover Marking detail. Grind off diamond pattern before forming letters. For System Identification details, ----------- LID lk� N HOOK (TYP.) J, SEE NOTE 7 ............... 1. C .t R= C= =_"T I., _L___1 1 1/4- GAP (TYP.) 4- FOR HOOK RELEASE (TYP.) LOCKING LID STANDARD — DUTY JUNCTION BOX (CONDUITS NOT SHOWN) A GROUNDING STUD I 112" MIN. ii (SEE NOTE 4) E 318" (IN) STEEL 3116, COVER PLATE LID HOOK I - - - - - - - W W 1 � LID SUPPORT (TYP) see Standard Specification 9-29.2(4) A I WELDED WIRE (TYP.) 8 When required in the Contract, provide a 10" (in) x 27 1/2" (in), 10 gage divider plate, complete, with FABRIC (TYP.) Its 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. 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 to a. welding, Attachment Tab shown depicts a typical component arrangement* actual configurations of -.1-1--...111.11.0 . ....... 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 HEADED ANCHOR Pull Boxes shall not be placed within the sidewalks, walkways, shared use paths, traveled ways or paved SHEAR STUD (TYP.) .0 1 /Z, NOTE 11) shoulders. All Junction Boxes, Cable Vaults, and Pull Boxes placed within the traveled way or paved (SEE 41N L,.. shoulders shall be Heavy -Duty. WELDED WIRE HOOP (TYP.) WWF WIRE TIED TO (SEE NOTE 10) 14. Distance between the top of the conduit and the bottom of the Junction Box lid shall be 6" (in) min. to 8" (in) HEADED ANCHOR SHE STUD (TYP.) max, for final grade of new construction only. See Standard Specification 8-20.3(5). Where adjustments SECTION OD are to be made to existing Junction Boxes, or for interim construction stages during the contract, the iimits shall be from 6" (in) min. to 10" (in) max. See Standard Specification 8-20.3(6), PERSPECTIVE VIEW 3/8" (IN) STEEL COVER LIP PLATE � Equipment Grounding B Conductor TOP OF PAVED 1 1/2 MIN. %. IF SURFACE 0Copper Solderiess 3/8' (IN) STEEL , Crimp Connector COVER LIP PLATE 3111T.. TOP OF BASE (TYP,) COURSE <�> Equipment Bonding Jumper (See Note 6) Q See Contract for conduit UL size and number b W 1-- CF 01§ in 3- 1. UJ i4l4d �x i W 2 1��> (SEE NOTE 6 MAX. i (n -Z CRUSHED SURFACING (BASE COURSE OR TOP COURSE) - PER a. STANDARD SPECIFICATION 9-03.9(3) !0 A i <4^� PVC CONDUIT CONDUIT <4> GRS C SECTION 1 1/2 - 13 x 1 1/2 S. S. PENTA HEAD BOLT AND 1/2- (IN) S S. FLAT WASHER 1 318" (IN) DIAM HOLE _\ 0 BOLT PLATE CHANNEL - SEE DETAIL < 31115 (TYP. 2" (IN) x 1/4" (IN) - 3 GAGE STEELSPACER (TYP.>3iliV - - __ 1 )T 1 - OTTER S S LID LIFTING NOTCH 1/4* (IN) x 3/4' (IN) -A" (IN) STEEL COVER PLATE 3/8- (IN) STEEL SHOWN CUT AWAY FOR CLARITY COVER LIP PLATE 3/16 P_(TYP.) 3116 V 1 1/2 LID SUPPORT - ------ I L SHAPE SHOWN V 3/16 (SEE NOTE 3) HEX COUPLING NUT WWF - WELDED LID BOLT DOWN TO LIP PLATE ( ) L . , -A ATTACHMENT TAB CHANNEL WITH S. S. SEE DETAIL CHANNEL NUT AND SPRING WELDED WIRE HOOP (TYP-) DETAIL UF W2,9 (6 GAGE) (SEE NOTE 10) ALTERNATIVE I SHOWN PERSPECTIVE VIEW LID SUPPORT 1/4" LID LIFTING NOTCH L SHAPE SHOWN (SEE NOTE 3) 3116" '" a- 3i167- T, 3/8- (IN) STEEL I 112 - 13 x 1 112 S S. PENTA COVER LIP PLATE I HEAD BOLT AND 112' (IN) S. S. FLAT WASHER LI 1/8 3116 V 1 1/2 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 3/8- (IN) STEEL COVER LIP PLATE V 1/8 ii-16 WWF - TIED IN 2 PLACES TO HEADED ANCHOR SHEAR STUD WWF 4-4442.9xW2.9 (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 V3 (SEE NOTE 6) 4L A 6. =- I" (TYP.) 1" (TYP,) COVER MARKING DETAIL L ' `4, ti 'tk 1/4* CLEAR I T S�,)ALL AROUND SEE NOTE 7 Z 2' N. 41 SECTION (CONDUITS NOT SHOWN) LID SUPPORT L. SHAPE SHOWN 318- (IN) STEEL (SEE NOTE 3) COVER PLATE 3/8" (IN) STEEL COVER LIP PLATE P (Ty.) /118, LID HOOK - 1" (IN) x 1" (IN) x 3116" (IN) ANGLE 3/--77— 16 1/2( LID SUPPORT L SHAPE SHOWN WWF TIED IN 2 PLACES (SEE NOTE 3) TO EACH HEADED SECTION C�) 1 3/8- (IN) DIAM. HOLE BOLT PLATE CHANNEL SEE DETAIL (TYP. 3/16 ......... BOLT DOWN HEX COUPLING NUT ATTACHMENT TAB S. S. 5116-NC x 7/8" (IN) WITH SEE DETAIL S. S. 5/16-NC x 3/4" (IN) BOLT & THREE EACH S. S. 5116- (IN) FLAT WASHERS LID BOLT DOWN SUPPORT ANGLE 1 112" (IN) x 3" (IN) x 114* (IN) ANGLE DETAIL OE ALTERNATIVE 2 SHOWN 1/2 - 13 x 1 1/2 S. S. PENTA HEAD BOLT AND 1/2' (IN) S. S. FLAT WASHER 1 118- IN 2- IN, 3116--' VERTICAL SLOT 1 1/8" (IN) K 2(IN rr VERTICAL SLOT (Typ. Al (L+i/l 6 \(TYP.) 1/8" (IN) x 314" (IN) STEEL ANGLE ti 01_T7_ I tW (IN) x 314* (IN) 6 ANGLE (TYP.) 1/4' (IN) STEEL PLATE 1/4- (IN) S. S. PLATE LID SUPPORT - L SHAPE SHOWN (SEE NOTE 3) DETAIL ALTERNATIVE 3 SHOWN ANCHOR SHEAR STUD WWF 04-W2.9xW2.9 (TYP.) (6 GAGE) (SEE NOTE 10) 318' (IN) x 3* (IN) HEADED ANCHOR SHEAR STUD WELDED TO LIP PLATE 112 - 13 x 1 112 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 112. DETAIL ALTERNATIVE 2 SHOWN PERSPECTIVE VIEW 3116711/2 LID SUPPORT - L SHAPE SHOWN (SEE NOTE 3) EXPOSE LID BOLT DOWN SUPPORT ANGLE TO ATTACH ALTERNATIVE 2 LID BOLT DOWN ANGLE ATTACHMENT TAB LID BOLT DOWN SUPPORT ANGLE - 2" (IN) x 2" (IN) x 114- (IN) ANGLE 1/2 - 13 x 1 112 S. S. PENTA HEAD BOLT /* AND 1/2"(1N)S.S.FLAT WASHER 3/8- (IN) STEEL COVER GROUND STUD (SEE NOTE 4) COUPLING NUT FOR ALTERNATIVE 2 - SEE DETAIL "E" ALTERNATIVE 2 LID SUPPORT (TYP) L SHAPE SHOWN (SEE NOTE 3) 3/8" (IN) x 3" (IN) HEADED ANCHOR SHEAR STUD (TYP.) WELDED WIRE FABRIC (TYP.) jr (VOff) 4x4-W2.9xW2,9 (6 GAGE) (SEE NOTE 10) WELDED WIRE HOOP (TYP,) W2.9 (6 GAGE) LOCKING LID STANDARD (SEE NOTE 10) DUTY JUNCTION BOX TYPES I & 2 STANDARD PLAN J-40.10-04 1{ h i SHEET I OF 2 SHEETS APPROVED FOR PUBLICATION �11 S A11111111111k Washington State Depcwtmom of Transportation 17AF 1/4" LID LIFTING NOTCH 2" 2 112" 3/1tr 2" (IN) x 1/4" (IN) - 3 r GAGE STEEL SPACER I 1-i I j.*1 Si_�i 1/2 - 13 x 1 1/2 S. S. PENTA HEAD _ BOLT AND 1/2- (IN) S. S. FLAT WASHER T 5/8 N) I" (IN) �` BOLT PLATE CHANNEL -- HORIZONTAL 7,1 SEE DETAIL iSLOT SLOTTED STEEL CHANNEL 518"(IN) x V (IN) (SEE NOTE 6) HORIZONTAL SLOT 3116, 3116 HEX COUPLING NUT 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. 5116- (IN) TABS --SEE DETAIL FLAT WASHERS DETAIL ALTERNATIVE I ALTERNATIVE I SHOWN LID BOLT DOWN ATTACHMENT TAB (SEE NOTE 12) 9116- (IN) 7 DIAM, HOLE 7116* (IN) x 314- (IN) SLOT DIAM. HOLE 2" (INx 3" 1/2' (IN) S. S. HEX NUT 1/4' (I) N) AN(IN)GLEx 7116' (IN) x 3/4" (IN) SLOT --, 1/2- (IN) S. S. HEX NUT — 1/8 <(TYP-) ALTERNATIVE 2 LID BOLT DOWN ATTACHMENT TAB (SEE NOTE 12) PLATE - SHOWN CUT STEEL ANGLET 1/8" (IN) x 3/4" (IN) 1/4" (IN) STEEL PLATE AWAY FOR CLARITY DETAIL ALTERNATIVE 3 SHOWN PERSPECTIVE VIEW 1/4" (IN) STEEL T 4 PLATE 3/16 71 1/2 LID SUPPORT 33/4- 1/8 L SHAPE SHOWN 4 (.1 (SEE NOTE 3) - 3/4- (IN) RADIUS 1/8" (IN) x 3/4" (IN) STEEL ANGLE - RIGHT ANGLE 1/2" (IN) S. S. 1/8" (IN) x 3/4" (IN) STEEL SHOWN, MIRROR IMAGE HEX NUT ANGLE - MIRROR IMAGE FOR LEFT ANGLE ALTERNATIVE 3 FOR LEFT ANGLE LID BOLT DOWN ATTACHMENT TAB (SEE NOTE 12) 1 518* (IN) x VERTICAL SLOT A lei BOLT PLATE CHANNEL LOCKING LID STANDARD DUTY JUNCTION BOX TYPES I & 2 STANDARD PLAN J-40.10-04 SHEET 2 OF 2 SHEETS - 00 a- (1) (1) V_ 0 W _J 0- LLJ Q Z LIJ y 0 LLJ 0 W a_ CL < UJ I- < Z 0 6 Z 011 1A p, RI 4(k 100 Z JA r. 1-1 _44 M I?- 0,/ P Z Z 0 F_ LL ( n J Z LU Z D W X 0 W Z 0 < U. (Al LL 0 o 0 0 LU :3 Z W > Q 0 2 _J < Z 0 Z Z 0 Cn Z UJ Lac SHEET:5 9/SIG-15 OF: 70 JOB NO.: 17534 DWG: DETS—PDFS—SH 38 00 tV V) I V) La_ 0 CL I V) cfa CIL C 0I '63 pz 0 (D as 0 4_J C W Lo Z 0 1-- Z LLJ APP FOR BID /O Coy OF RENTON DWE _APP FOR CONSI If N CITY, OF RENTON DATe GROUND srup (TYP) (SEE NOTE 4) HEADED ANCHOR SHEAR STUD - Vfl"(IN) x 3" (IN), 10 COUNT STUDS EVENLY SPACED AROUND FRAME 10 Equipment Grounding Conductor <'a> Copper Solderless Crimp Connector <3> Equipment Bonding Jumper <�> Foundation <�> see Contract for conduit size and number TOP OF SOIL SURFACE X #5 HOOP UJ WITH 8- (IN) OVERLAP - 2 TIES W_ W Z iim ZD LIA 411" 4r 3r SEE HINGE DETAIL 11r GAP < a 'BETWEEN LID-3 - ----- ------- T-1F ----- _- 7" lai SEE NOTE 8 3' 0 SEE HANDLE tK DETAIL EEi ----------- ------- ---------- ...... -------- — --------- -- y—,(TYP.) DIAMOND PATTERN 3116 1/2 (SEE NOTE 2) 19" 19" 1 4 STUDS EVENLY SPACED PLAN VIEW LOCKING LID STANDARD DUTY JUNCTION BOX COVER MARKING DETAIL NOTES I- (TYP) I" (TYP.) I- Ail box dimensions are approximate. Exact configurations vary among manufacturers. 2. Minimum lid thicknesses are shown. Junction Boxes installed in sidewalks, walkways, and I T 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, or shared -use path- The non -slip lid shall be identified with permanent markings on the 4L AROUND CLEAR-, 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 ;I Ta mild steel weld bead and shall be placed prior to hot -dip galvanizing. 3. Lid support members shall be 3/16" (in) min. thick steel C, L, or T shape, welded to the frame - SEE NOTE 8 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. 0. See the Standard Specifications for alternative reinforcement and class of concreter 10, See Standard Plan J-40.10 for Weided 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(6). 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 Speeffication 8-20.3(6). HEX COUPLING NUT (TYP) - SEE DETAIL "C" TOP OF BASE COURSE 3116" TOP OF PAVED SURFACE IT, MIN, *5 HOOP WITH % 8- (IN) OVERLAP - (Typ.) 2 TIES W 0 U_ -3/18 1 1/2 LID SUPPORT - 3116- (IN) MIN THICK FRAME - L 1 3/4 (IN) 3016" 1/2- (IN) STEEL COVER PLATE 1/2' (IN) x 3116" (IN) (TYP >_3_116 GROUND STUD WITH 2 NUTS AND (TYP 2 WASHERS (TYR) (SEE NOTE 4) WWF - TIED IN 2 -M IQ PLACES TO HEADED ANCHOR SHEAR STUD (SEE NOTE 10) j EQUIPMENT BONDING JUMPER (TYP) (SEE NOTE 7) 3/8- (IN) at 3- (IN) HEADED ANCHOR SHEAR STUD K. WELDED TO LIP PLATE (SEE NOTE 10) HEX COUPLING NUT - S. S. 5/18 NC x 7t8' (IN) WITH S. S. 5116 NC x 3/4" (IN) BOLT AND 4 EACH S. WASHERS (TYP.) INSIDE WIDTH OF FOUNDATION J TY_ GROUND STUD WELDED WIRE FABRIC (TYP) (WWF) 04_W2.9 (6 GAGE) D (SEE NOTE 9) WELDED WIRE HOOP (TYP.) W2.9 (6 GAGE) (SEE NOTE 9) ALTERNATE LOCATION FOR ATTACHMENT OF EQUIPMENT BONDING JUMPER (SEE NOTE 7) SECTION O CONDUITS NOT SHOWN LOCKING LID STANDARD DUTY JUNCTION BOX TYPE 8 STANDARD PLAN J-40.30-04 SHEET 1 OF 2 SHEETS ----- - -----_---- APPROVED FOR PUBLICATION Cartwntct, 301 64t%#4m fiw Apr 28 !W6 0M STA1tUt:SML?#M%EtR VS WCWhirtaion State Doparfmwo of Trxim"w"ion 112" (IN) STEEL HANDLE STOP --- COVER PLATE 6" (IN) x 3' (IN) x 114- (IN) 314- (IN) DIAM. HOLE (TYP) S. S. PIN NTH SNAP RING GROOVE (TYP.) TOP VIEW Gul. i I S S FLAT WASHER fTYP I va" & S SNAP RING (TYP) 1/2' cc 10) r(TYP HINGE DETAIL (TYP 2" 5/8" (IN) x 1" (IN) Lo VERTICAL SLOT 2"_ BOLT PLATE CHANNEL 11/20 1 31r 2 1/4" 3/16 1 1r2 ► 3/18" LID SUPPORT - 3/16" (IN) MIN. THICK Ir2 - 13 x 1 Ir2 S. S. PENTA HANDLE - SEE DETAIL FRAME (IN) x I* (IN) FRAME - L 1 Y4" (IN x HEAD BOLT AND 1/2" (IN) iQ- (IN) STEEL COVER PLATE VERTICAL SLOT 1/2" (IN) x 3/16" 0N) S. S FLAT WASHER (TYPI >) FRAME - L 1 3M" (IN) x 1/2" (IN) x 3MIT' (IN) 3/18 BOLT PLATE CHANNEL LID SUPPORT - 3116- (IN) MIN THICKNESS (TYP.} —3/1 HANDLE STOP - w SLOTTED S. S. CHANNEL 6' (IN) s 3" (IN) 114'* (IN) BOLT PLATE CHANNEL - WITH S. S_ CHANNEL NUT WITH TO STEEL COVER PLATE AND SPRING WWF - TIED IN 2 PLACES TO HEADED ANCHOR 3/8" (IN) x 3** (IN) HEADED SHEAR STUD (SEE NOTE 10) ANCHOR SHEAR STUD 5/8" (IN) x V (IN) WELDED TO UP PLATE HORIZONTAL SLOT (SEE NOTE 10) SLOTTED S. S. CHANNEL WITH S S CHANNEL NUT ------ AND SPRING 3' DETAIL DETAIL (C) I" (IN) x 1" (IN) x 114"(IN) (TYR) I t2 - 13 x 1 112 S. S. PENTA HEAD BOLT AND 1/2" (IN) S. S. FLAT WASHER DETAIL (�.__) ISOMETRIC VIEW 1 318" (IN) DIAM. HOLE 1/2" (IN) STEEL COVER PLATE - SHOWN CUT AWAY FOR CLARITY - 'TY <( P 3116 V 1 112 I HANDLE - BENT 1/2" (IN) STEEL ROD, FLUSH WITH LID FRONT VIEW HANDLE DETAIL IQ LU&;rL1NU LiD STANDARD DUTY JUNCTION BOX TYPE 8 STANDARD PLAN J-40.30-04 SHEET 2 OF 2 SHEETS APPROVED FOR PUBLICATION io kit eal"k,corrT, VS WashirsWon State Deporlmerd of Transportation 00 W V) 04 LL1 L;j Z LLI LLJ 0 0 UJ > 0 W Q_ a (L U.1 Z 0 V) ail W 6 Z 0111 00 Pei I 0 4 0 Z U Z 0 1... Z W Z 0 F- 0 Z i= U) < 3: LL Cl) W W 3: If- D 0 0) W Q Z 0 LL U) U. Z 0 W n Z W > 0 0 2 Z Z Z 0 Vi F_ Z W W SHEET60/SIG-1 6 OF: 70 JOB NO.: 17534 DWG: DETS-PDFS-SH 35 ,L"" LLJ 0 Z ly- 4 V) LA_ 0 0- > U) 0 U) -C C 0 -4d 0 0 0 C)n C :3 0 X__ C > 0 C U-) Z 0 E 0 TO POWER SOURCE it (-4) r4 10 0 (go @ 12 V W in, ... ........ . ...... . . ....... 0 <2 �O Q 0 n14 COMBINED GALVANIZED STEEL RIGID METAL CONDUIT (RMC) AND RIGID PVC CONDUIT (PVC) APPLICATION 41 • (Q3 RIGID PVC CONDUIT (PVC) APPLICATION CONTINUED ON SHEET 2 AM - 7 Ix a, 12 102 CONTINUED . . . . . . . . . . . ............. 8 15 4 4D-- (9Y 400 0 g (A) ", 019�' (45) 15 FRONT 7 100 8 4) 08 n12 08 GALVANIZED STEEL RIGID METAL CONDUIT (RMC) APPLICATION 34 T GROUND DETAILS I 77, 9T t' 100 ELECTRICAL LOAD SUPPORT ill (LUMINAIRE POLE AND TRAFFIC SIGNAL POLE) C2 f) To GROUNDING TERMINAL OR CONNECTION TO r 4 33 8' COPPER SOLDERLESS CRIMP CONNECTOR EQUIPMENT GROUNDING SYSTEM 12 GALVANIZED STEEL RIGID METAL CONDUIT (RMC) BONDING JUMPER ATTACHED TO BOX WALL RMC PVC COUPLING NUT RIGID PVC CONDUIT (PVC) 3CABINE I GROUNDING BUSS (COPP : F R) (90 APPLICATION APPLICATION OPTION A 10' RMC WITH FIELD BEND BONDING JUMPER ATTACHED TO BOX LID(S) 14 GROUND STUD D RIGID PVC OUTERDUCT WITH PVC OR PE INNER DUCT APPROVED ADAPTER FITTING * 8 AWG (MIN.) x 4'(FT) TINNED • GROUNDING BUSHING BRAIDED COPPER. GALVANIZED STEEL RIGID METAL CONDUIT OUTERDUCT WITH KEY OPTION 9 10'RMC END BELL BUSHING PVC OR PE INNERDUCT TYPICAL (:D SERVICE NEUTRAL GS FACTORY ELBOWS (TYP. ALL NON-METALLIC CONDUIT TERMINATIONS) EQUIPMENT GROUNDING CONDUCTOR CONNECTION POINT IN SERVICE GROUND APPROVED ADAPTER FITTING CODE SI7FD PVC CABLE VAULT OR PULL BOX BETWEEN SEPERATE SERVICES GROUNDING DETAILS n2 GS COUPLING HIGH -DENSITY POLYETHYLENE CONDUIT (HDPE) DETECTABLE UNDERGROUND WARNING TAPE COIL 2' INSIDE GROUNDING ELECTRODE CONDUCTOR I GROUNDING BUSHING CABINET, CABLE VAULT, OR PULL BOX STANDARD PLAN J-60.05-01 S NON-METALLIC CONDUIT (PVC) SCHEDULE 80 4 BONDING JUMPER15 GROUND ROD 39 TRANSFORMER CABINET q8) BOX LID(S) GROUND STUD SHEET I OF 3 SHEETS 5 GROUNDING BUSHING EDGE OF FOUNDATION, POLE OR SERVICE SUPPORT GROUNDING CONDUCTOR NOWINSULATED (FROM REINFORCING CAGE) (TYP ALL RMC CONDUIT TERMINATIONS) Q CABLE VAULT CLAMP BOX FRAME BONDING ATTACHMENT POINT APPROVED FOR PUBLICATION 8 GROUNDED NEUTRAL SUS (COPPER) PULL BOX (straftler, Jeff 38 .1 JUNCTION BOX OR 8- DRAIN TILE WITH APPROVED GROUND LUG WELDED T0 CABINET WALL. (WI TINNED COPPER BUSS) e4oftral )W' 1 7016 83 1 AM A# SERVICE ENCLOSURE CONCRETE COVER (�� ITS CABINET EDGE OF FOUNDATION 43 CABINET MAIN BONDING JUMPER STATE DESIGN ENGINEER EQUIPMENT GROUNDING CONDUCTOR A"Ik CODE SIZE RMC TRAFFIC SIGNAL CABINET 44 ITS CAMERA, RAMP METER, TRAFFIC DATA STATION, HIGHWAY ADVISORY RADIO Washington State Deportment of Transportation (DO TO SERVICE NEUTRAL BUS 405 JUNCTION BOX UNGROUNDED CABINET NEUTRAL 13U,",S (COPPER) W'"Y 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). SUPPLEMENTAL GROUND <1> Q -5) SUPPLEMENTAL GROUND <Y Required to supplement equipment grounding for luminaire standards with direct burial aerial feeds or where required in the plans 4> Required at all service and separately derived systems Type D service cabinet shown. Use this a concept for Type E cabinet or transformer. TypeDservice cabinet shall be installed on lower surface of foundation only. Type 6 service cabinet and transformer cabinet shall be installed on raised surface Of foundation only, Type B modified service cabinet Grounding electrode conductor and equipment grounding conductor shall not be routed through lug on grounding bushing, SERVICE GROUND 02 3 4 #j X (TYP. DETAIL AD SERVICE GROUND 02 47 21 - 4 r6" MIN. '(TYP.)' 15 19 DETAIL G) TIPEF17 PLAN J-10.10 SERVICE CABINET 60��ti� Ali � 0" MIN. RIGID PVC CONDUIT (PVC) APPLICATION TYPE D SERVICE CABINET 11> SEE STANDARD PLAN J-10.10 6' 0" MIN. 15 GALVANIZED STEEL RIGID METAL CONDUIT (RMC) APPLICATION I SEE STANDARD PLAN J-10.20 < B - — ----- 6'- 0" MIN RIGID PVC CONDUIT (PVC) APPLICATION SERVICE GROUND 15 DETAIL B SERVICE GROUND I> SEE STANDARD PLAN J-10.20 < D 61 - 01, MIN ------ GALVANIZED STEEL RIGID METAL CONDUIT (RMC) APPLICATION 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 FeAw.*t. v 1t,121 X11h A 13 AM !, tATF [)r',301N ENGINt-1k Washington State Department of Transportation vp------- UK UK 11 300 IDQ(�3) 14 , n14 1� 14 -) (14 Q) r-\ 14 (D (�4 CONTINUED FROM SHEET I in v. 13 8 13 / 13 103 14 20141 21 U8 FRONT COMBINED GALVANIZED ITS - COMBINED ITS - COMBINED GALVANIZED STEEL STEEL RIGID METAL GALVANIZED STEEL RIGID METAL CONDUIT (RMC)AND CONDUIT (RMC) AND RIGID METAL CONDUIT RIGID PVC CONDUIT (PVC) APPLICATION. RIGID PVC CONDUIT (RMC) AND RIGID PVC FIBER OPTIC CABLE ONLY, CONDUIT (PVC) (PVC) APPLICATION APPLICATION NO METALLIC CONDUCTORS 49D B 030 OR (*30 11 4� 13 3 @) Q) 0 13 11 CONTINUED -...,,FROM SHEET I N' FR4)NT bilk- 41 301 RIGID PVC CONDUIT ITS - RIGID PVC ITS - RIGID PVC CONDUIT (PVC) (PVC) APPLICATION CONDUIT (PVC) APPLICATION FIBER OPTIC CABLE APPLICATION ONLY NO METALLIC CONDUCTORS UO 034 UO ) 410( 8 A 4� OR OR (Q3 (Q3 "(4j? in, 0 n12 4 11 30 37 12 P 12 12 114 1 7 1 CONTINUED FROM SHEET . ........ —now I :"', 77:77 7" .... ...... 7: 1 • 8 8 rA� FR(bNT U1 02� 48 ITS - GALVANIZED STEEL RIGID GALVANIZED STEEL RIGID ITS - GALVANIZED STEEL ITS CONDUIT (RMC) APPLICATION METAL CONDUIT RIGID METAL CONDUIT FIBER OPTIC CABLE ONLY - NO (RMC) APPLICATION (RMC) APPLICATION METALLIC CONDUCTORS 8 4 a 40 461 7 18 "(14) WD ID,14 FROM DIFFERENT SERVICE U8 �_ 1 "9 1_3) (1: y f-'j FRONT FRONT' .' ITS - COMBINED GALVANIZED STEEL 05 RIGID METAL CONDUIT (RMC) AND RIGID PVC CONDUIT (PVC) APPLICATION (13') C13 - FR SEROVIM DIFFERENT 43 q. 15 (2) 8 60.1 2 7- "FRONT (*5 ITS RIGID PVC CONDUIT (PVC) APPLICATION SECTION TOP OF PAVEMENT OR EXISTING GROUND TOP OF PAVEMENT -XISTING )ND SHOWN OR��JIPOSSIBLE SECTION (B) PLANSSEE66NTRACT I FROM DIFFERENT ............ SERVICE ._.. I .. ........ .... (2) • I �'�'� Irh° n ' '�` '• vim' 60 TYPICAL 15 GROUNDING DETAILS ITS - GALVANIZED STEEL RIGID METAL CONDUIT (RMC) APPLICATION STANDARD PLAN J-60.05-01 SHEET 2 OF 3 SHEETS 40 APPROVED FOR PUBLICATION *Vm1ar, Jell Vj � 1 2016 8%13 AM -0f) STATE DESIGN ENGINEER portinent of Transportation WaShinglan State De G VAP /�I, / --- irs ML APPROWD FOR CONS UCTION CITY OF RENTON DATe V) (f) _j C14 W Z L) W LLJ CL O a - a 0 0- LLj < Z 0 6 Z N1 D 00 VA leot 0 Do Z ON 01,2: Cb &4 00 0 I%v Z loom 0 Z 0 Z Uj Z 0 < LL Cn W 0 CO C1 Z 0 0 U.Ljw 0 0 u W Z W > 0 _j Z Z Z Cn Z Uj SHEET:61 /SIG-1 7 OF: 70 JOB NO.: 17534 DWG: DETS-PDFS-SH 35 " 00 Q CN N C3' 'C7 tL? u) Q c V) i Q) rn C _O rl 0 W D s o. C W Cry Q 0 0) C7 V) 0 _ cu Imo. W 0 C 0 .i 0 r-- Z LAJ a� 1rJ KEYS'' 1 CENTER PIPE � SIDE MOUNT 111 r•} ,. ' 2 CHASE NIPPLE \ TYPE A . PEDESTRIAN 2) NIPPLE TYPE H - VEHICLE `� Cj) SERRATED ELBOW a I 5 SERRATED OR FLANGED ELBOW 6 REAMED TEE WITH SET SCREW 1! 7 REAMED ELBOW WITH SET SCREW Ii 8 BRONZE TERMINAL COMPARTMENT NTH. (20 J • GASKETED COVER 1 A; • FASTENERS +'WIRE LEADS • MOUNTING SADDLE FOR SIDE MOUNTS ON 1 ROUND/TAPERED POLES -OMIT SADDLE ON 2 ! J� ; MULTI -SIDED POLES i • 1/4" (IN) DIAM. DRAIN HOLE • 12-POSITION TERMINAL STRIP 1( • WIREWAY FOR SIDE MOUNTS 3 9 BRONZE COLLAR - +4 1/4" (IN) I D. OFFSET OPENING W/SET SCREWS 10 ORNAMENT CAP J` 11 NEOPRENE GASKET 12 WASHER Mx x � ry 13 CONDUIT LOCKNUT 14 TYPE E HINGE CLAMSHELL MOUNT LEFT OR RIGHT, SEE CONTRACT 15 FASTENER WITH SPACER • 1/2" (IN) LAG SCREWS ON WOOD POLE o . • 1/2" (IN) BOLTS TAPPED TO METAL POLE 18 FLATHEAD SOCKET BOLT 17 1/2" (IN) INSERT HOLE FOR EXTERNAL WIRE ENTRANCE (REQUIRED ON TIMBER POLE MOUNTING ONLY) 18 TERMINAL BLOCK AND PHENOLIC TAG 19 INSUUNER - 1" (IN) MIN. DIAM. HOLE SIGNAL HEAD WITH BACKPLATE (22 FIELD DRILL DOLE AND INSERT AN INSULINER OR SIMILAR DEVICE TO PROTECT CONDUCTORS TOP MOUNT 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 s' t=) -Q SIDE MOUNT TYPE 8 - PEDESTRIAN TYPE K - VEHICLE TOP TYPE E MOUNTING DETAILS NOTES 3 1. See Contract for head type, mounting ' height, and orientation. 2. All nipples, fittings, and center pipes 3 shall be 1 1/2" (in) diameter. 11 3. Install neoprene gasket inside head 5 ' 1 y when flanged elbows are supplied. 4. Extend wire sheath a minimum of 1" (in) inside all signal and sign housings 1 2 and terminal compartments. � 5, Apply bead of silicone to the serrated ring and around the perimeter of all i top openings prior to installation of fittings. r' 6. See Standard Specification 9-29.16 for backplate requirements. Where required, prismatic sheeting shall be I, applied in accordance with the 2 ; manufacturer's recommendations.. The application surface of the backplate e,.... shall be cleaned, degreased with isopropyl alcohol, and dried prior to application of the sheeting. w I 1rA,`._0 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) 3 drain hole at the lowest point of each / 1 section of the signal assembly. TOP MOUNT TYPE C - PEDESTRIAN TYPE F - VEHICLE PEDESTRIAN HEAD SIDE MOUNT (LEFT SIDE SHOWN) TYPE E - COUNTDOWN LED PEDESTRIAN HEAD SI#3NAL HEAD MOUNTING`: DETAILS ^- POLE AND POST TOP MOUNTINGS STANDARD PLAN J-75.10-02 SHEET 1 OF 1 SHEET - APPROVED FOR(PUBLI%AYFQ�,. arr n er, e " Iaal 10 '01 5 :19 AM .s SrArE L"iG v E404NEtA W004tgMn Stake D•parim•n1 of Transportation FOR BID CFTY OF RENTON LATE AP P FOR CONSTRUCTION ,s CITY F RENTON DATIt W x m 0 Q to KEY 1 END CAP 2 1 1/2` (IN) DIAM. CONDUIT LOCKNUT 3 1 1/2" (IN) DIAM. CHASE NIPPLE ARM MOUNT 4 STEEL WASHER TYPE L 5NEOPRENE GASKET 8 BRONZE SERRATED ELL FITTING WITH, + 3/B'" (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 nSERRATED RING WITH PINS HEX LOCKNUT WITH: • TWO ALLEN HEAD STAINLESS STEEL SET SCREWS +PIN RECEPTACLES 9 1 1/Y (IN) DIAM. CONDUIT NIPPLE 10 1 1/r (IN) DIAM. HEX LOCKNUT 11 MOUNTING ASSEMBLY 1 BRONZE ELEVATOR PLUMBIZER WITH VB" (IN) STAINLESS STEEL THROUG14 BOLT, WASHERS, AND TWO NUTS 13 ALUMINUM ARM WITH SET SCREW i4 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) k O.D45" (IN) STAINLESS STEEL BANDS • 7116" (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 • Co'17ER 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) 0 MULTI -HEAD MOUNTING ASSEMBLY 1 LOWER ARM ASSEMBLY r2 SERRATED RING WITH NO PINS 3 SERRATED WASHER 4 1 1l2" (IN) DIAM. SERRATED OR FLANGED ELBOW 2 CENTER SUPPORT WITH 1 1/2" (IN) DIAM. HUBS WITH COVER AND GASKET 1 1/2" (IN) DIAM SERRATED COUPLING 1 1/2" (IN) BREAKAWAY TETHER ASSEMBLY WITH OPTIONAL EXTENDER 13AR SERRATED CROSS 114 o � SPAN WIRE TYPE P (1 HEAD) 4 ) 2 , t ar , 2 ARM MOUNT TYPE LE ARM MOUNT TYPE N H3 H SPAN WIRE TYPE P-5S (TYPE P WITH 5-SECTION HEAD) .r 2 i1 4 1 � 11 b; 2 ARID MOUNT TYPE M ARM MOUNT TYPE M-5S ("TYPE M WITH 5-SECTION HEAD) HOUSING FIXTURE CONNECTION DETAIL 17 SPAN WIRE TYPE Q (2 HEADS) TYPE R (3 HEADS) TYPES (4 HEADS) NOTES 1. Type M mounting shall have "0" 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 Speciflcation 9-29.16 for backplate requirements. Where required, prismatic sheeting shall be applied in accordance with the manufacturer's 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 1/40 (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-75M20-01 SHEET 1 OF 2 SHEETS ^APPROVED FOR PUBLICATION (°arlxnit r, J01- Jul 10 2015 7:18 AM LfAf� W+shington State D•parNteM a1 Tromp•Mvtfan 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 I ( arlxntel ICIl . ..,: + Jul 10 01 � i 1 klAM SfR1EL}l�Et1�H4E,NCifWh:Llt )) MAP Woshing$an State D•poAm•ni of Transportation — 1-- CL•• W U) w ry- w a- 0 a- Q f-- 0 V) O Z w� r ak Cn ago o� o 4 V Z V Z 4 = LL H � M O 0 O C) tl. (1) LL 4 O 0 W M z W > < o o � J 0 YZ 0 Coll F— Z W SHEET62/SIG-1 8 OF: 70 JOB NO.: 17534 DWG: DETS—PDFS—SH 38 E U 1 CL V) F_ Ljj C) 1-1 q� 0 v� e� s_ 0 c cr; C� .Q D 0 v� C_ W r~ KEY METAL OR TIMBER POLE 2" (IN) x 3/16" (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 5/16" (IN) EYE AND EYE TURNBUCKLE 40 3/8" (IN) MILD STEEL S-HOOK 5 1/8" (IN) S.S. WIRE ROPE CLAMP (U-BOLT TYPE) 1/8" (IN) S.S. TETHER WIRE 07 1 1/2" (IN) BREAKAWAY TETHER ASSEMBLY WITH OPTIONAL. EXTENDER BAR SIGNAL HEAD 6 x 8.2 LB/FT CHANNEL SPAN WIRE MOUNT ram' r ....... MAST ARM MOUNT 1a 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) i 1 WIREWAY (SEE DETAIL THIS SHEET) 12 METAL POLE 13 CABINET 14 END BUSHING 15 SEALING LOCKNUT 1fi 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 118" (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 �? LIGHT EMITTING DIODE (LED) BLANK OUT SIGN 23 TRANSLUCENT PLE..XIGLA SS SIGN FACE M SEE CONTRACT FOR LEGEND 1 1/2" (IN) CAST IRON HUB WITH 5/16" (IN) PIN AND COTTER KEY SPAN WIRE MOUNT ASSEMBLY WITH. * 1 1/2" (IN) DIAM. CONDUIT LOCKNUT * 1 1/2" (IN) DIAM. CONDUIT NIPPLE * BRONZE MESSENGER HANGER WITH: 1/2" (IN) DIAM. J-BOLTS -w CABLE LOCK BAR M RIVET COTTER KEY * BRONZE INTERNALLY THREADED WIRE ENTRANCE WITH BUSHING INSERT ALLEN HEAD S.S. SET SCREW 2fi 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 SIDE POLE MOUNT ASSEMBLY WITH: * 1 1/2" (IN) DIAM. CONDUIT LOCKNUT * 1 1/2" (IN) DIAM. CONDUIT NIPPLE * SERRATED RING WITH NO PINS 28 1 1/2" (IN) SERRATED ELBOW 0 1 1/2" (IN) DIAM, NIPPLE (DRILL AND TAP POLE. TO ACCEPT) 3CI 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 LOCKNUT LEGEND: S.S. = STAINLESS STEEL DRAWN BY. COLBY FLETCHER 21 -%, SCOOP 2 fi" PLAN VIEW N c*� ELEVATION VIEW 0 TETHER WIRE DETAIL ISOMETRIC VIEW SIDLE PULE MOUNT ISOMETRIC VIEW INTERNALLY ILLUMINATED SIGN MOUNTING DETAILS 1�. FULL CIRCLE TUNNEL CAP OR ANGLE CUTOFF 45' SHOWN — SEE VISORS CONTRACT PLANS FOR PERSPECTIVE VIEWS ANGLE AND LENGTH "L" WIREWAY DETAIL ISOMETRIC VIEW 1" 1a4J" (IN) DRCi.�w s ��✓6 4 on SECTION O 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-REF LECTIVI YELLOW TAPE — SEI STD. SPEC. 9-29.1 BACKPLATE DETAIL 8" (IN) OR 1 T' (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 DETAIL' STANDARD PLAN J-75.30-02 SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION Carpenter, .Leff .411 10 2015 7:17 AM 1 STATE DESIGN ENGINEER Aft Washington State Department of Transportation APPR D FOR BID r, RENTON , . . APPRQWD FOR CONSTRUCTION :7 CITY OF RENTON DATE aQ = W 0 ~ w U) W z w fW. a - a O c�J Q a_ .Q Z 0 (n z ti no � O 0 z Z tD 0 LL J Z 0 10— < 3 C W o W a 0 v L. (1) LL .... o w z uU O j Z:A 0 F- z LLJ OC SHEET:63/SWIG-19 OF: ?9 JOB NO.: 17534 DWG:DETS—PDFS—SH 37 0 z y 00 (D d$ 0 cr_ f__ z 0 U LL. cy. U) c: V) Q. c: as 0 _;8 CP 0 0 0 0 cy) 0 -4--j C 0 C 0 L. Ln I- z 0 z L4j E LL c LL u Y I u 3 PCMS (1 28TH INTERSECTION) PCMS (1 28TH INTERSECTION) OAD WORK — ONE WEEK AHEAD OF — DURING LANE CLOSURE AHEAD LANE CLOSURE E LA N, ROAD [DATE) ROAD RIGHT AHEAD PAVING TO WORK LANE PROJECT [DATE] AHEAD CLOSED EPARED1 0 STOP. 2 SEC 2 SEC 2 SEC 2 SEC Ilk RENTON AVE S 4. IL 12 ux 60' 30" 0 60' 120 SCALE: 1"=60" LEGEND N CLASS B SIGN LOCATION WORK ZONE 0 -0 TEMPORARY TRAFFIC CONTROL CHANNELIZING DEVICES BARRICADE TRAFFIC FLOW lit FLAGGING STATION PROTECTIVE VEHICLE ONOTESA \4 WOR 1. FLAGGER STATIONS SHALL BE ILLUMINATED DURING HOURS HEAD OF DARKNESS. 2. EXTEND DEVICES TAPER ACROSS SHOULDER. 3. SEE SPECIAL PROVISIONS SECTION 1-07.23 AND 1-10. REPED 4. SIGNS SHALL BE 48X48 BLACK LEGEND (NON—REFL.) ON STO ORANGE BACKGROUND (REFL.) UNLESS OTHERWISE NOTED. ARE LAN 5. MOTORCYCLE USE EXTREME CAUTION SIGNS SHALL BE ROAD AHEAD 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 04 TRAFFIC IN EACH DIRECTION IN THE 4 LANE CONFIGURATION Y, MOBILE OPERATIONS Job RENTON AVENUE SOUTH EASTBOUND AND WESTBOUND — + TRIPLE LANE CLOSURE TRIPLE LANE CLOSURE WITH ONE LANE OPEN TO W TRAFFIC IN EACH DIRECTION IN THE 5 LANE CONFIGURATION MOBILE OPERATIONS T-111 CA MON 9: OOAM TO 3:30PM SUN 7:30PM TO MON 5:30AM . . . . . . . . . . T rn 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. AP FOR BID tli�_ OF RENTON DAtE APPROVED FOR CONSTRUCTION CITY OF RENTON DATE 0 2" TWO INCHES AT FULL SCALE. IF NOT, SCALE ACCORDINGLY 00 (1) V) 04 uj V) z LjLj y L&j 8 0 0 w CL a- uj z 0 V) 6 z e.011 I 01 FD VA z z z 0 LL w F- 0 Z w z Z 0 m Q z < _j z C. =) 0 co w = �� 0 z 4 U. cl) 0 ul 0 W 0 z (jo LL n 0 z w U. g 0 > 0 < z 32 Z 0 0 z w CSC SHEET. 64/TC-1 OF: 70 JOB NO.: 17534 DWG: TRAFFIC —CONTROL LLJ z M/ N T_ �r a 0 Ll- U, as u� C: a S�` L./_ c U) tl ly+ 0 0 ca; t7 -4. 0 y� 4? C, Q) g� V c 0 L_. Lo r.. 0 F__ z Lb Of 0 Q 0 r 60' 30' 0 60' SCALE: 1 "=f0' 1 i s P/i C' sr ME NE LAI VlAD ROA' ' WORK k:HEA D F, jF AREA ► A' ` o$ Dr PREPA .`-.., fir' '� LEFT LIME , 4 01 (""� GLOSEO f' AHEAli E /PREPAR ST F,. d iA -.•.• �. _A t PCMS (RAINIER INTERSECTION) -- ONE WEEK AHEAD OF LANE CLOSURE [SATE] PAVING TO PROJECT [DATE] 2 SEC 2 SEC ROAD WORK AHEAD a r 4 1 PCMS (RAINIER INTERSECTION) - DURING LANE CLOSURE ROAD LEFT WORK LANE AHEAD CLOSED 2 SEC 2 SEC co 4 LEGEND a CLASS B SIGN LOCATION �� WORK ZONE 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. APPROMED FOR BID APPROVIED FOR CONSTRUCTION C11Y OF R NTON DATE 0 1" 2" TWO INCHES AT FULL SCALE, IF NOT, SCALE ACCORDINGLY ~ cy w w o 0 „i C� C3 •.. V CL CL 4 CL lal CL 4 w z 0 z z 0. Z o�� 0 z Immum O U.. W w :3Z z 0 z w < rJ z CL = O co 0 z <C LL 0 V Z 0 W uo L .r.. 0 W z V 0 z W SHEET: 65/TC-2 OF: 70 JOB NO.: 17534 DWG: TRAFFIC -CONTROL I L0 �r- oU _i Q c� F- Q c� LL- d- Q) U) C c rn a� 43 cr 0 0 Cm c 0 U) a� s U) c C Q c r� w i' A PCMS (128TH INTERSECTION) -- ONE WEEK AHEAD OF LANE CLOSURE PAVING [DATE] PROJECT TO [DATE] 2 SEC 2 SEC PCMS (128TH INTERSECTION) -- DURING LANE CLOSURE ROAD LEFT WORK LANE AHEAD CLOSED 2 SEC 2 SEC �4 '1 �\1 jar "h TTr iq 1 . s x° ROAD WORK LEFT LAME -�,REPAR I ^ .. -AHEAD CLOSED �� -► °. - � ; AHEAD REPAR STO a , r f D N E LAN ROAD ,--` AHEAD OAD WORK W 0 Q w W V LL 2 Cr AHEAD ROAD WORK l_y_" ROAD WORK AHEAD NE LAN ', R®A4 AHEAD► N 60' 30' 0 60' 120' SCALE: 1 "nc60' LEGEND N CLASS B SIGN LOCATION WORK ZONE s------� 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 (REEL.) 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. APP FOR CONSTRUCTION CI OF RENTON DATE 0 1" 2" TWO INCHES AT FULL SCALE. IF NOT, SCALE ACCORDINGLY • EMI W OD w :) w d z .N U • w U z a U) z o N m ~ w w U') •• Y © C3 U sL W Ld 81 6 z W o a f VIA o 4,o 0 Z loom z < cn ~ z 0 om w O z w LL U) U" Q Lu 00 Z U. S w 0 w ce. 0 � ® o F- z w SHEET: 66YTC-3 OF: 70 JOB NO.: 17534 DWG: TRAFFIC —CONTROL 0 z Ln c1� N .., c� 0 0 V a- 7� cy• 0 O C) Ul C7 a z Lli 11-11 cr I f 0 � r • r' RE NT6N AVE S TWO UNIFORMED POLICE OFFICERS 4 Tr ..�•/°r"�•�^°""-,"'.�'"' M ...v- ... ±....�,_...�•'^,.,�.-mot „%�� ; Ii .. a. BE S�. ROAD WORK AHEAl AD � IRK PCMS (RAINIER INTERSECTION) - ONE WEEK AHEAD OF LANE CLOSURE [DATE] PAVING TO PROJECT [DATE] 2 SEC 2 SEC ROAD WORK AHEAD 0 11 l E � F Q 'dam' THRU TRAI`FIC MERGE LEFT KEEP li E BE R PAREDLEFT STO SAHLA � N �O 'L 0 PCMS (RAINIER INTERSECTION) -- DURING LANE CLOSURE ROAD LEFT WORK LANE AHEAD CLOSED 2 SEC 2 SEC SGV Z AXT LEGEND N CLASS B SIGN LOCATION WORK ZONE TEMPORARY TRAFFIC CONTROL CHANNELIZING DEVICES a� 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 NTH 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. APP'RO FOR BID 113 /op AWROM FOR CONS"TRtaCT1ON CI OF RENTON DATE 0 1" 2" hmmwmd TWO INCHES AT FULL SCALE. IF NOT, SCALE ACCORDINGLY • wIII z w N z w Z C� 0 �_z :D °, z Z zX 0 . ui o ca c� cv w o z Y 0- c _ a. w 0 z O G� a 0 z lli �f 'Irk N h00 En 0v o 4p GEZ � f py. M Q 0 F z 1 U CIZ► < ILL Vd � z z M wJ o zz a. l) z 000 OC o U) z wl L o w U 0o U 0 W 9w 0 z � � OC o z W o� SHEET: 67/TC-4 OF: 70 J08 NO.: 1753 DWG: TRAFFIC —CONTROL BUFFER DATA LONGITUDINAL BUFFER SPACE = B ,PEED S (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 WEIGH1 > 22,000 Ibs. 45 MPH 100, 45-55 MPH 12 3' > 55 MPH 172' < 45 MPH 45-55 MPH > 55 MPH 74' 100, 150, PROTECTIVE VEHICLE (WORK VEHICLE) = R NO SPECIFIED DISTANCE REQUIRED x x x x 80 4 ONE LANE ROAD AHEAD 48" 48" /\,48" -4 -7A W20 W20 4 8"/ _ 4 E 8 Al ROAD BE PRE R D WORK PREPARED To STOP AHEAD TO STOP < \ 48# 48" W --i W2 0 - -7B W20-7B (OPTIONAL IF 40 MPH OR LESS) LEGEND 0/4 FLAGGING STATION TEMPORARY SIGN LOCATION CHANNELIZING DEVICES PROTECTIVE VEHICLE FILE NAME SADesign R P& S14-Standardsk2-ftn TIMEE 3:05:14 PM DATE 1/7)2018 JLOii& BY IiIiW 6646kib By 1wEREi--l- D BY ChIECKED BY NGR, REGIONAL ADM. REVISION --- 5J�Ti SIGN SPACING = X (1) RURAL ROADS & URBAN ARTERIALS 35 40 MPI 1 350' 1 RURAL ROADS, URBAN ARTERIALS, 25 130 MPH 200't (2 RESIDENTIAL & BUSINESS DISTRICTS URBAN STREETS 25 MPH OR LESS IWI (2) (1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERSECTIONS AND DRIVEWAYS (2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT RCIADWAY CONDITIONS LEGEND y-TEMPORARY SIGN LOCATION 0 CHANNELIZING DEVICES - PROTECTIVE VEHICLE FILL NAME S:0esign TIME DATE PLOTTED BY 2:59:41 P —i -1 i�i -0 i 6 fiddeff "15iiidwio By ENTERED BY CH664D BY PRO1 ENGR. REGIONAL ADM. 48" ROAD \ WORK AHEAD 48- W20.1 gar 50' TO 300' SIGN SPACING = X (1) RURAL HIGHWAYS 60 ! 65 MPH 800't RURAL ROADS 45 155 MPH 500'1 RURAL ROADS & URBAN ARTERIALS 35 140 MPH 350' 1 RURAL ROADS, URBAN ARTERIALS, 25 30 MPH �' 200't (21 RESIDENTIAL & BUSINESS DISTRICTS URBAN STREETS 25 MPH OR LESS 100't (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 MIN. �R _ WORK AREA 50, TO 100, 6 DEVICE B MIN, X 48" 3: i x 48" n < 01 11' 1 W20-7A 0 1 Lu xi ONE LANE', Z ROAD AHEAD x 48" W20-4 W20-78 (OPTIONAL IF 40 MPH OR LESS) BE PREPARED TO STOP % 48" W2 .70 ONE LANE ROAD AHEAD 48" 480 W20-7A W204 x I x x N\,,, 4 8 E W20-713 (OPTIONAL IF PREPARE 40 MPH OR LESS) TO STOP E PREPARED To STOP > 4801 V, W20-79 48' ROAD WORK AHEAD W20-1 ONE -LANE, TWO-WAY TRAFFIC CONTROL WITH FLAGGERS NOT TO SCALE Lana, Two Way Traffic Control wfthl FIagqern%TC-1.dgn WIWeNl 14G4ry FED.AID PROJ.NO. IWASH �04� NUMM N t— ,NACF .0 W-1 ��HOULDER MINIMUM SHOULDER TAPER LENGTH = L13 (feet) .. -- Posted Speed (mph) VIADTH (feet) 24 5 3 S — 40 -------T 45 5101 — 60 65 70 K 40 40 60 90 - - 10' 1.- 40 60 90 1 90 USE A 3 DEVICES TAPER FOR SHOULDERS LESS THEN 8' I x 00' 48" ROAD WORK Zee/ W20-1 CHANNEL17ATION DEVICE SPACING FEE MPH TAPER TANGENT 50/65 10 TO 20 80 35145 W 'TO 20 60 25i3O 10 TO 20 40 NOTES I 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. Adft Washington State Department of Transportation TRAFFIC CONTROL PLAN BUFFER DATA LONGITUDINAL BUFFER SPACE = B SPEED {MPH) 25 30 35 LENGTH (feet) 155 200 250 40 305 45 360 50 425 �'��5'S -- 495 60 570 65 645 70 730 TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE = R HOST VEHICLE WEIGHT 9,900 TO 22,000 Ibs HOST VEHICLE WEIGHT > 22,000 Ibs, < 45 MPH 100, 45-55 MPH 12 3' > 55 MPH 172' < 45 MPH 74' 45-55 MPH 100, > 55 MPH 150* PROTECTIVE VEHICLE (WORK VEHICLE) R NO SPECIFIED DISTANCE REQUIRED z T 47 i WORK AREA X x LJ3 B R 50, 48" SHOULDER WORK 48" W21-5 SLk(TC)Work Zone Traffic J(%p NOW, f R SHOULDER CLOSURE LOW SPEED (40 MPH OR LESS) NOT TO SCALE Clostare - Low Speed (40 MPfj or Lass)JC-S,dgn FED.AID PROJ.NO. CHANNELIZATION DEVICE SPACING (f MPH TAPER TANGENT 35f40 30 60 25/30 20 40 NOTES 1. DEVICE SPACING FOR THE DOWNSTREAM TAPER SHALL BE 20'(FT), Z ALL SIGNS ARE BLACK ON ORANGE. A06k PkAN TC5 Washington State Department of Transportation TRAFFIC CONTROL PLAN MINIMUM LANE CLOSURE TAPER LENGTH L (feet) LANE Posted Speed (mph) WIDTH (feet) 25 -2 C, 35 40 4 so 55 60 65 70 10 105 150 205 270 450 500 550 11 1119 165 225 295 495 550 605 660 1) 125 180 245 1 120 540 f 600 660 720 780 940 MINIMUM SHOULDER TAPER LENGTH L13 (feet) SHOULDER Posted Speed (mph) WIDTH 25 30 35 40 45 50 55 60 65 70 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'. X / ROAD ROAD WORK A E A D/ 48 W20-1 LEGEND N 11 TEMPORARY SIGN LOCATION 0 TRAFFIC SAFETY DRUM SEQUENTIAL ARROW SIGN TRANSPORTABLE ATTENUATOR [P:Q—LM� PORTABLE CHANGEABLE MESSAGE SIGN SIGN SPACING = X (1) FREEWAYS & EXPRESSWAYS 55 170 MPH 1500' 1 RURAL HIGHWAYS 60 165 MPH 800,1 RURAL ROADS 45 155 MPH 500' t RURAL, ROADS & URBAN ARTERIALS 35 140 MPH 350' 1 RURAL ROADS & URBAN ARTERIALS 25 30 MPH RESIDENTIAL & BUSINESS DISTRICTS 200't (2) URBAN STREETS 25 MPH OR LESS 100 (2) ! 1I ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT -GRADE INTERSECTIONS AND DRIVE -WAYS. {2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. x A- x 48" 1 48,, W4.2(L) 48" RIGHT LANE CLOSED AHEAD 48" W11-111 CHANNELIZATION DEVICE SPACING if et MPH TAPER TANGENT 50Y70 40 80 35,145 30 60 25.:30 ?0 --- —1 4. iv /WORK AREA U3 SEE NOTE 4 L R 10011 A /Z DATA BUFFERtr' Y LONGITUDINAL BUFFER SPACE = B SPEEDI,MPH) 25 30 35 40 45 50 55 60 65 70 LENGTH (feet.i 155 200 250 305 360 425 495 570 645 "1 3f 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 :IS MPH 100' 123' 17, 14 00, 150, SINGLE -LANE CLOSURE FOR MULTI -LANE ROADWAYS NOT'ro SCALE PCMS 1 2 RIGHT I MILE LANE AHEAD CLOSURE 2.0 SEC 2.0 SEC FIELD LOCATE 1 MILE i IN ADVANCE OF LANE CLOSURE SIGNING. NOTES I SEE SPECIAL PROVISIONS FOR WORK HOUR RESTRICTIONS 2 EXTEND DEVICE TAPER AT L13 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 SA0e*!g_p R P& SW-StandardsA2-Plan Sheet LibraryA02-PSL Work in Proqress\Fern( I -TC-17) Buffer Data able replacernentlTC-3,dRn Plot I TIME 818:31 AM 14"W" I STATE FED.AID PROJ.NO, 1. - -1-- -- MAP Washington State '-AN -P4 I" TC3 DATE 6- DESIGNEDMA BY 306 WR ENTERED BY Departmetit of Transportation 2 TRAFFIC CONTROL PLAN PROJ, ENGR. Pt $TAMP 11(0, OVX 1 REVISION DATE By APPROVED FOR CONS1 UCTION CITY I,. OF REON DATE 0 2" TWO INCHES AT FULL SCALE. IF NOT, SCALE ACCORDINGLY 0 W W W 00 z t. W 0 W W rp, LAJ 00 0) Z z 0 11-- LLJ Z Z Z, 0 ui rz L V) CO 0 0 —j 0 M 0 04 0. L0 0 uj > z 0 LAj CL < 0- 0 0 0 < 0 < LLJ < z 0 U) 6 z va 0 Cc) W VP $!� Z VA 0 z L) z 0 LL Z 0 z W LL 0 z q: U) < 3: uj W 0 Cl) z < -j CL -j 0 z 0 0 LL Mount 0 ul LL U 0 0 > < z z 0 z uj SHEET: 681TC-5 OF 70 JOB NO.: 17534 E DWG: TC-DETAI LS 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' PROTECTIVE VEHICLE (WORK VEHICLE)= R NO SPECIFIED DISTANCE REQUIRED SIGN SPACING = X (1) RURAL ROADS 45 ! 55 MPH 500' t RURAL. ROADS & URBAN ARTERIALS 35 140 MPH 350* t RURAL ROADS & URBAN ARTERIALS 25 '30 MPH 200't (2) RESIDENTAL & BUSINESS DISTRICTS URBAN STREETS 25 MPH OR LESS 100' f (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 48" ROAD WORK AHEAD 40- 48" w'0_1 24" CEWTER LANE KEEP CLOSED 30" AHEAD 48" R4-7131 DEVICE SPACING 12 131 W W20-5C Lf2 FOR OPPOSING L12 x x- i— --- -TAPER TRAFFIC DEVICES TAPER N 200 -00MU-000 - ----- -COD SO - a 0 0 EZM a a a WORK IftAO __ __ 1, - A,7 A 1313 U LI K1, /Z . ...... .. 0 X x x L L MIN. L12 U2 48" 48" ROAD 48 WORK AHEAD 48- '480 " 11 1 1'��.. I 8 W2 -1 RIGHT LANE x W4-2(L) 46* W14(1.) CLOSED AHEAD 48" W20.SR KEEP 40w RIGHT .\ANE LEGEND TEMPORARY SIGN LOCATION a CHANNELIZING DEVICES SEQUENTIAL ARROW SIGN C3M PROTECTIVE 'VEHICLE lkcms PORTABLE CHANGEABLE MESSAGE SIGN x TEMPORARY SIGN LOCATION (5' MOUNTING HEIGHT) FILE NAME S:XDesign R P& SW-StandardsV-Plan Sheet Libra U101 -Published PSL TIME 3:15:" PM DATE 1/212018 PLOTTED BY fiddeff ------ DE S I GNED BY ENTERED BY CHECKED BY PROJ ENGR. - liF____ GIONAL ADM. REVISION MINIMUM TAPER LENGTH = L (feet) LANE Posted Speed (mph) WIDTH (feet) 25 30 35 40 45 50 55 60 65 70 10 105 1501 205 270 450 500 550 - - 11 11 165 225 295 495 550 605 660 12 12 �j 180 2 - 4-5 1 -320 540 600 660 720 SIGN SPACING = X (1) RURAL HIGHWAYS 60 165 MPH 800t RURAL ROADS 45 / 55 MPH 500* ± RURAL ROADS & URBAN ARTERIALS 35 140 MPH 3540'1 RURAL ROADS & URBAN ARTERIALS 25 / 30 MPH RESIDENTAL & BUSINESS DISTRICTS 200'1 (2) URBAN STREETS 25 MPH OR LESS 100 1 12) (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. U2 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 18 t 0� 245 320 5,40 600 1 PCMS #1 1 2 RIGHT 1 MILE LANE CLOSURE AHEAD L 2.0 SEC 2.0 SEC FIELD LOCATE IN ADVANCE OF TEMPORARY SIGNS. NOTES CHANNE LIZATION DEVICE SPACING (feet MPH TAPER TANGENT 90 40 80 35145 30 60 25/30 20 40 PCMS #2 1 2 NNO CENTER LEFT LANE TURNING CLOSED 2.0 SEC 2.0 SEG 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 LIMIT'S OF 30 MPH OR LESS, USE SIGN W1-3 IN LIEU OF SIGN WI-4. 4 ALL SIGNS ARE BLACK ON ORANGE UNSLESS OTHERWISE DESIGNATED RIGHT LANE CLOSURE WITH SHIFT 5 LANE ROADWAY NOT TO SCALE stroll TC-10) Right Lane Closure with Shift - 5 Lane RoadwaykTC-10,dgn WOPON I !;TAT& AIIIIIIIIII11k, No FED.AID PROJ.NO. tWAS H .100 Nkl"CR Washington State LMATION NO Department of Transportation BY PE SNAW BOX Pf. 'STAMP BOX "-L 48'" 1\, ROAD C WORK CHANNELIZATION DEVICE SPACING feet) MPH TAPER TANGENT 50/70 40 80 35/45 30 60 25/30 20 40 48" PREPARED _. 11 1,& I A 1 TO STOP BE PREPARED <i x 48, 48" TO STOP W20-78 48 W20-78 48" x 48" W20.7A W20.7A X X DEVICE SPACING 112 DISTANCE LJ2 FOR OPPOSING TRAFFIC DEVICES 43 -Z-1113 a CF"-0 0 0 a 0 ®I'-0- 0 0 a 11�0 _F_ -0 � ok AM 13 - 0 0 0 0 i P X X 4 U2 B DEVICE SPACING 112 DISTANCE L/2 � 48' ROAD 48" WORK I I I48" 'L AHEAD tN "I 48- f1 <✓> PREPARED 11 49" W20-1 TO STOP W1411.) 48" W20-78 OPTIONAL IF 40 MPH OR LESS LEGEND FLAGGING STATION TEMPORARY SIGN LOCATION a CHANNELIZING DEVICES PROTECTIVE VEHICLE - RECOMMENDED 'X� TEMPORARY SIGN LOCATION (5'MOUNTINGHEIGHT) FILE NAME SADesign R P& TIME DATE 6:59:33 AM 11312018 PLOTTED BY fiddelf DESIGNED BY ENTERED BY C . HECKED BY PROD, ENOR. k6i-&N_�C _Aj6k. Sheet Llbrary101 -Published PSL — ----- R FOR OPPOSING TRAFFIC DEVICES 24" i401 EF X x i lr P OW 30" x 0 "RIGHT I R4-78 '12 1 48" B/w x W20-7A V PREPARED; TO STOP 481, W20-7A X 48" W20-79 ONE LAN ROAD AHEAD 49" x 48" 1// '010 ROAD W204 WORK AHEAD 48' W20-1 INTERSECTION LANE CLOSURE —THREE LANE ROADWAY NOT TO SCALE T ffi C t Il TC 14 I t t L Cl r Th L R d ITC 14 d PLAN REf NO TC10 1j. TRAFFIC CONTROL PLAN 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 lbs. < 45 MPH 45-55 MPH > 55 MPH < 45 MPH 45-55 MPH > 55 MPH 100, 123' 172' 74' L 100, 150' 1 PROTECTIVE VEHICLE (WORK VEHICLE) = R NO SPECIFIED DISTANCE REQUIRED 48" 48r' R I M LAM ROAD CLOSED y WORK AHEAD 48" W20-1 W20-5c X x NOTES 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 WI-3 IN LIEU OF SIGN W14 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 ra c on r - ) n rse y . g 11Cm STAIF *?a#I AIM 1 No FED.AID P`R0J.NO. WAS joo NUwFR Washington State COWA411 NO LOCATION NO Department of Transportation twT� navy: TRAFFIC CONTROL PLAN RAN REF NC) TC14 SHffl Or BUFFER DATA LONGITUDINAL BUFFER SPACE B SPEED (MPH) 25 30 35 40 45 50 55 60 65 70 LENGTH (feet) 1— 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 lbs. < 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 48" A*" ROAD WORK AHEAD I 48„488 W20-1 48" W4-2R LEGEND �x LEFT LANE I , CLOSED K-1 TEMPORARY SIGN LOCATION AHEAD a CHANNELIZING DEVICES f 48" SEQUENTIAL ARROW SIGN W20-5L TRANSPORTABLE ATTENUATOR PCMS PORTABLE CHANGEABLE MESSAGE SIGN N4 TEMPORARY SIGN LOCATION (5' MOUNTING HEIGHT) DATE PLOTTED By liddeff DESIGNED BY ENTERED BY CHECKED BY REGIONAL ADM. a ri -- -------- - L 8 SIGN SPACING = X (1) RURAL HIGHWAYS 60 / 65 MPH 800' f RURAL ROADS 45 155 MPH 500'1 RURAL ROADS & URBAN ARTERIALS 35 40 MPH 350, t RURAL ROADS & URBAN ARTERIALS 25 30 MPH RESIDENTAL & BUSINESS DISTRICTS 200't (2) URBAN STREETS 25 MPH OR LESS - 100' t (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 000v 30" RIGHT R4-7B BfW 20'1 R tU22 B WORK AREA a n n t3 n aa 13 U2 i DEVICE SPACING 1/2 DISTANCE FOR -------- OPPOSING TRAFFIC DEVICES MINIMUM TAPER LENGTH = L (feet) LANE Posted Speed (mph) WIDTH (feet) — 25 30 35 40 45 50 55 60 65 70 10 10,_1 150 205 270 450 500 550 - 11 ill, 165 2 n25 295 495 550 605 660 12 125 180 245 320 540 600 660 1 720 780 1 48" ROAD WORK AHEAD 48" w -1 \8" W14%) x xV \Y48 CHANNELIZATION DEVICE SPACING t) MPH TAPER TANGENT 50/60 40 80 35A5 30 60 25130 20 40 PCMS #1 2 LEFT I MILE LANE AHEAD CLOSURE 1 S2—.0EC 2.0 SEC FIELD LOCATE IN ADVANCE OF TEMPORARY SIGNS. PCMS #2 2 LANE SHIFTS LEFT I MILE AHEAD i 2.0 SEC z.a 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. affic ControNTC-12) Lane Shift - Three Lane Roadwayft-l_dgn Plot 1 STATf AdW - W) I FED.AID PROJ.NO. PLAN Ftf fl NO IWAS TC12 Af Joe mvbww Washington State S-W CONTRACA NO LKWATiON 740 Department of Transportation TRAFFIC CONTROL PLAN RATE BY PC STAMP EK)X Pt SYAMP BOX AP FOR CONS I LICTION CI 7- W, OF kNTON DATE 0 2" TWO INCHES AT FULL SCALE. IF NOT, SCALE ACCORDINGLY • 8 00 Z C14 WQ z CNI W 0 (D Z w 0 30) Z z 1AJ z U) z z 0 U) of ; 00 0 0 0 C.]w CJ 0 Uj LAJ LLJ CLty X CL w 0 z 0 0 6 z tv 0 00 $4 VO4. Cab 16 q ;P 4 E_ " -,;ZY 0 0 0 Z L) z 0 U. z 0 z X < :ill w w z CL z w U. z 0 3: 0 co w z w 0 z 0 U. 0 0 > Z Z 0 w OC SHEET: 69/TC-6 OF: 70 JOB NO.: 17534 DWG: TC—DETAILS —I LIJ. 00 Oli c) _0 Ld 01 0 W (1) c a (D _c T-1 C) 0 Q) c Ld cr. 11. CHANNELIZATION DEVICE SPACING feet) MPH TAPER TANGENT 50/70 40 80 35145 30 60 2510 20 40 48" ROAD WORK AHEAD 48" 48 x ONE LANE 1' 20-1 ROAD AHEAD 48" 48, x W20-4 PREPARED A L 48* x W20-78 x W20-7A X x I x i L U2 x x N 1/1' 48" W4-2(L) \ 1 /I , 48"W20-58 48" W20.7A 48" BE PREPARED TO STOP 40" W20-79 LEGEND ,4 FLAGGING STATION TEMPORARY SIGN LOCATION fD CHANNELIZING DEVICES SEQUENTIAL ARROW SIGN PROTECTIVE VEHICLE -RECOMMENDED TEMPORARY SIGN LOCATION (5'MOUNTING HEIGHT) FILE NAME S.0esisn R P& SWStandardsk2-Pla; TIME 7:2819 AM DATE 11312018 PiL&i!E Y IIWiW DESIGNED BY CHECKED BY PROD. ENGR. - _ADM. REGIONAL MINIMUM TAPER LENGTH = L (feet) LANE WIDTH (feet) Posted Speed (mph) 25 30 35 40 4 5 510 55 60 65 -0 10 105 150 205 27.0 450 500 550 11 115 1 165 1 225 1 295 1 495 1 550 1 605 1 660 1 12 125 i 180 1 245 1 320 1 540 600 660 72 48' BE (I PREPARED ti TO STOP 48' 48- W20-78 48, W20.7A x ------• - R B L 0 11 0 01! Re 03 X 48' x; 48' 40" W20_7A BE PREPARED TO STOP X 48" 48" ONE LANE` ROAD W20.78 xj AHEAD 48' 48" OAW ROAD W20-4 0 RDK AHEAD 48' W20.1 ,48" RIGHT LANE CLOSED AHEAD 48' 48" 49, ROAD �W2Q_5R WORK AHEAD W 45" W4 .(L) Of 0-1 BUFFER DATA LONGITUDINAL BUFFER SPACE = B SPEED (MPH) 25 30 35 LENGTH (feet) 155 200 250 40 305 45 360 50 425 5a 495 60 570 65 645 70 730 TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE = R HOST VEHICLE WEIGHT 9,900 TO 22,000 Ibs HOST VEHICLE WEIGHT > 22,000 Iles < 45 MPH 100, 45-55 MPH 12 3' > 55 MPH 172' < 45 MPH 45-55 MPH > 55 MPH 74100, 150, PROTECTIVE VEHICLE (WORK VEHICLE) = R NO SPECIFIED DISTANCE REQUIRED INTERSECTION LANE CLOSURE - FIVE LANE ROADWAY NOT TO SCALE 4ntrollITC-1 51 Intersection Lane Closure -Five Lane boadwa 6TC -15 dnn FED.AID PROJ.NO. I I A=Mk Washington State Department of Transportation PE!,IANAI LW SIGN SPACING = X (1) RURAL. HIGHWAYS 60 65 MPH 800' t RURAL ROADS 45 i 55 MPH 500' t RURAL ROADS & URBAN ARTERIALS 35 140 MPH 350'1 RURAL ROADS & URBAN ARTERIALS 25 130 MPH RESIDENTAL & BUSINESS DISTRICTS 200't (2) URBAN STREETS 25 MPH OR LESS 100'1 (2) 0) 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 ,1,' OPTIONAL IF 40 MPH OR LESS NOTES I RECOMMEND EXTENDING DEVICE TAPER (L/1)ACROSS SHOULDER 2 IF A SIGNAL IS PRESENT 11' 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 JOB 1W)MC CONTRACT 0')CATON NO TRAFFIC CONTROL PLAN NO �8-3 INSTALL ON TYPE 2 BARRICADES THROUGHOUT THE WORK AREA 24 x 30" 24 HOURS PRIOR TO IMPLEMENTING TRAFFIC CONTROL. ARKING R/W PRIOR NOTIFICATION OF LOCAL LAW ENFORCEMENT REQUIRED. SIDEWALK DIVERSION LEGEND TEMPORARY SIGN LOCATION CI CHANNELIZING DEVICES PEDESTRIAN CHANNELIZING DEVICES 'TEMPORARY PEDESTRIAN RAMP FOR SIDEWALKS FILE NAME S:U)eslgn R P& SW-Standardst,2-Plan Shoot LibraLXWI-Publlshod PS TIME 9:58:28 AM e-DATE 11212018 PLOTTED BY Ildd4ff DESIGNED BY ENTERED BY PRO.I. ENGIR. REGIONAL ADM. Work Zone Et/w SIDEWALK DETOUR INTERSECTION PEDESTRIAN TRAFFIC CONTROL FED,AID J1718 Nlow"R rym 7§tA-c; N j Loc.Altow �*r, NOT TO SCALE -16.dgn NC?TES 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 Adft Nownwom MAP Washington State Department of Transportation oA I Jh Pf, S:AUP aOX R9-11 24" x 12" B1W MS WERE DESTRIAN CONTROL AND PROTECT ED FOR BID F RENTON E(ATE APP FOR CONSTRUCTION CI* OF RENTON DATE PI AN ",p NO TC16 0 2" M TWO INCHES AT FULL SCALE. IF NOT, SCALE ACCORDINGLY • 0 0 C-4 W 00 w 4 c Z 0 V) w w5 00 W_ cr) Z z 0 Q U) W Z z z !Q 10 it I Q UT _j 00 V) V) V) o F_ Q_ w w En > 0 L;j 0 Uj X 0 0 CL Q_ LJ z 0 0 cr_ 6 z OD r, ;24 Ap ? w to %A 0. S 4 0 z rwwr 0 LL F- 0 z 0 3; M cn M (1) w W z a. z LL 0 zU. 0 X 0 U) w z w j 0 z 0 L) L) LL > z 0 z W w SHEET: 70/TC-7 OF: 70 JOB NO.: 17534 DWG: TC—DETAILS