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Home My WebLink AboutR-361459IF TO BE FLUSH WITH GUTTER PAN OR HMA OVERLAY EXTRUDED CURB --\ I WIDTH VARIES r CURB & GUTTER OR STATION EXISTING OR NEW RADIUS EXTRUDED CURB o (3- MIDPOINTS OF RAMPS GRIND ROADWAY TO ROADWAY 15 +66.47 51.84' RT I DEPTH OF OVERLAY LOGAN AVE N B 15 +72.15 44.08' RT EDGE GRINDING DETAIL - 28.87' Q4 1 48+71.54 NTS I - Q + GRIND TO ADJACENT PROPOSED LANE LINE OR AS SHOWN BELOW: 15 +70.01 15' • 13+34.96 TO 15 +75.00, EDGE GRINDING WIDTH ON THE SOUTH SIDE OF THE ROADWAY SHALL BE Xc WIDE. 121_67 no rn 18, 89 cn 6999 GRINDING rune I nN 89; I 61956 61F TI I6- ROABINA_Y�I IA66 WIPF- I�rerw ry Iel erefevve • 17 +57.08 TO 18 +89.62, EDGE oleo mote meal err oval oI GRINDING WIDTH ON THE SOUTH SIDE OF THE ROADWAY BE 98= SHALL BE 20 WIDE. • 17 +64.22 TO 18 +89.62, EDGE GRINDING WIDTH ON THE NORTH SIDE OF THE ROADWAY SHALL BE 11' WIDE. HMA OVERLAY TO BE ISLAND 1 1 15 +63.22 47.92' RT FLUSH WITH PAVEMENT. 2.50' 28.60' 2 15 +65.14 SEAL JOINT WITH AR4000 PT 30' HMA OVERLAY FOR ASPHALT. 43.83' RT PLANING BITUMINOUS 0.75' - 4 15 +69.16 PAVEMENT PT - 1 5 15 +69.24 45.61' RT PER LONGITUDINAL JOINT 1.00' r c 6 15 +68.82 DETAIL, SEE WSDOT STD PT a GRIND EXISTING EXISTING PLAN A- 40.10 -02 FOR 15+65.00 CD CD ROADWAY TO ROADWAY CONCRETE. - DEPTH OF OVERLAY 15 +63.94 49.01' RT PT - BUTT JOINT DETAIL ISLAND 2 9 48 +62.68 40.65' LT NTS 0.75' - w• uuw GI 1[• Rr c.I_oaQ 4" CSBC COMPACTED SUBGRADE Q ASPHALT TRANSITION SECTION NTS SAWCUT IN NEAT VERTICAL 1' LINE SEAL WITH PAVING OIL PEDESTRIAN ISLAND POINTS LAYOUT TABLE POINT STATION FOFFSET DESCRIPTION RADIUS FLOWLINE ELEVATION MIDPOINTS OF RAMPS A 15 +66.47 51.84' RT I LOGAN AVE N B 15 +72.15 44.08' RT - - 28.87' C 1 48+71.54 32.82' LT I - - 28.95' MISCELLANEOUS POINTS D 15 +70.01 49.32' RT - - - E 15 +72.29 46.19' RT - - - F 48 +71.54 36.51' LT - - - G 48 +74.56 36.32' LT - - - ISLAND 1 1 15 +63.22 47.92' RT PC 2.50' 28.60' 2 15 +65.14 44.05' RT PT - 28.76' 3 15 +68.37 43.83' RT PC 0.75' - 4 15 +69.16 44.53' RT PT - - 5 15 +69.24 45.61' RT PC 1.00' - 6 15 +68.82 46.49' RT PT - - 7 15+65.00 49.20' RT PC 0.75' - 8 15 +63.94 49.01' RT PT - - ISLAND 2 9 48 +62.68 40.65' LT PC 0.75' - 10 48+63.68 40.97' LT PT - - 11 48 +66.89 39.37' LT PC 3.00' - 12 48 +68.56 36.69' LT PT - - 13 48 +68.56 33.29' LT PC 0.75' - 14 48 +67.76 32.54' LT PT - - 15 48 +60.96 32.96' LT PC 1.50' 28.85' 16 48 +59.73 35.16' LT PT - 28.75' ISLAND 3 17 15 +75.75 45.89' RT PC 1.00' - 18 15 +75.23 45.08' RT PT - - 19 15 +75.16 44.12' RT PC 0.75' - 20 15+75.86 43.33' RT PT - - 21 15 +80.15 43.04' RT PC 2.50' 29.00' 22 48+76.87 31.99' LT PT - 29.00' 23 48 +75.26 32.09' LT PC 0.75' - 24 48 +74.56 32.84' LT PT - I - ' PAVED AREAS CONCRETE PAVEMENT EXISTING PAVEMENT 10" CEMENT DEPTH VARIES CONCRETE 6" CSBC MIN OR TO DEPTH OF EXISTING \ ` '\y '\x / PAVEMENT 2' HMA CL J1 ", PG 64 -22 OVERLAY \ / \ \/ / / SECTION i\ 0.7' HMA CL )!r, PG 64-22 //� ' \X� 6" CSBC MIN OR TO DEPTH OF EXISTING PAVEMENT SECTION //\ " /\ COMPACTED SUBGRADE COMPACTED CSBC BACKFILL a CL w o GRAVEL BACKFILL FOR NUMBER ,! PEDESTRIAN ISLAND POINTS LAYOUT TABLE POINT STATION OFFSET DESCRIPTION RADIUS FLOWLINE ELEVATION MIDPOINTS OF RAMPS H 1 50 +06.09 26.45' RT I LOGAN AVE N I 1 50 +14.16 36.88' RT 1 PROJECT NO. 32.50' ISLAND 4 1 50 +16.86 27.00' RT PC 1.50' 31.95' 2 50 +18.10 29.19' RT PRC 72.00' 32.10' 3 50 +16.05 33.51' RT PRC 0.75' - 4 50 +14.95 33.84' RT PT - - 5 50 +10.99 31.17' RT PC 3.00' - 6 50 +09.73 29.33' RT PT - - 7 50+09.29 27.35' RTI PC 0.75' - 8 1 50 +10.11 26.44' RT I PRC 138.00' - ISLAND 5 9 16 +92.37 30.08' LT PC 2.50' 32.21' 10 16 +90.31 34.15' LT PRC 138.00' 32.04' 11 16 +92.19 36.54' LT PRC 0.75' - 12 16+92.99 36.80' LT PT - - 13 16+97.63 35.50' LT PC 9.00' - 14 17 +04.26 36.21' LT PT - - 15 17 +10.08 39.28' LT PC 0.75' - 16 17+16.97' LT PRC 72.00' - 17 17 +14.93 35.40' RT PC 2.50' 32.90' 18 1 17 +13.39 31.03' RT PT - 1 32.90' NEW HANDRAIL M 8' I 2 PROVIDE ONE DAY TO REVIEW FORMS BY CITY ENGINEER PRIOR TO POURING CONCRETE 001 o I PERPENDICULAR CURB RAMP - R3 CONTRACTION JOINT PEDESTRIAN NTS PER WSDOT STD ISLAND, WIDTH VARIES PLAN F- 30.10 -01 SEE PLANS FACE OF ISLAND 1/2" R 2" HMA FOR 1" R 6" 6" OVERLAY ° ° d° ° 1/2" R �u61I;;II�19I4igip;i i ° e a° PIPE ZONE BEDDING k' EXISTING ASPHALT ° ° n - o ROADWAY SEWER, WATER OR STORM DRAIN PIPE, SIZE AS SHOWN ON PLANS SAWCUT (ONLY ON MAX. PAY LIMIT I UNDISTURBED SUBGRADE • 30" + ID FOR 8 "0 & 12 "0 PIPE • (1.5 • ID) + 18" FOR PIPE 18 "0 OR GREATER, WHERE ID IS NOMINAL PIPE DIAM. TYPICAL TRENCH DETAIL NTS NOTE: TRENCHES SHALL BE PATCHED WITHIN 3 DAYS AFTER PIPE INSTALLATION. REVISION DESCRIPTION BY I APP.I DATE �Al J. PSO� v WAS, EXISTING ASPHALT PAVEMENT) 2" ADJACENT TO EXISTING ASPHALT PAVEMENT s a 6NG, OA SURVEYED: KPG DRAWN BY: HJT DESIGN BY: HJT CHECK BY: NJD PROJ MGR: NJD FILE: 08046DET01.dwg LOGAN AVE N ' ' 4 a 3 PROJECT NO. �a N FED AID NO. ?' v DATE: 0000000 °o0. 00 00 00 FOUNDATION -- 0 0 on ... A I 2 PROVIDE ONE DAY TO REVIEW FORMS BY CITY ENGINEER PRIOR TO POURING CONCRETE 001 o I PERPENDICULAR CURB RAMP - R3 CONTRACTION JOINT PEDESTRIAN NTS PER WSDOT STD ISLAND, WIDTH VARIES PLAN F- 30.10 -01 SEE PLANS FACE OF ISLAND 1/2" R 2" HMA FOR 1" R 6" 6" OVERLAY ° ° d° ° 1/2" R �u61I;;II�19I4igip;i i ° e a° PIPE ZONE BEDDING k' EXISTING ASPHALT ° ° n - o ROADWAY SEWER, WATER OR STORM DRAIN PIPE, SIZE AS SHOWN ON PLANS SAWCUT (ONLY ON MAX. PAY LIMIT I UNDISTURBED SUBGRADE • 30" + ID FOR 8 "0 & 12 "0 PIPE • (1.5 • ID) + 18" FOR PIPE 18 "0 OR GREATER, WHERE ID IS NOMINAL PIPE DIAM. TYPICAL TRENCH DETAIL NTS NOTE: TRENCHES SHALL BE PATCHED WITHIN 3 DAYS AFTER PIPE INSTALLATION. REVISION DESCRIPTION BY I APP.I DATE �Al J. PSO� v WAS, EXISTING ASPHALT PAVEMENT) 2" ADJACENT TO EXISTING ASPHALT PAVEMENT s a 6NG, OA SURVEYED: KPG DRAWN BY: HJT DESIGN BY: HJT CHECK BY: NJD PROJ MGR: NJD FILE: 08046DET01.dwg ISLAND 4 SIGNAL POLE #2 1 :'Z': FOUNDATION ..'5': 7. / ..'H': / / :15:• / o � z 00 C3 0 000 j 00 Oo W A 16 J 12. / ISLAND 5 (d 14. :18: PEDESTRIAN ISLAND III�III�II' NE PARK DR SECTION DETAIL, THIS SHEET Q PEDESTRIAN ISLAND LAYOUT PLAN 0 5 10 15 SCALE IN FEET ISLAND 1 :17: CEMENT CONCRETE PAVEMENT i� o ' 6 ' S CF. .F. 00 CONTRACTION JOINT PER PEDESTRIAN? cy\ WSDOT STD PLAN F- 30.10 -01 ,, 0 2% MAX ••D•_ ISLAND, WIDTH VARIES 2% • 6' PEDESTRIAN ISLAND 1" R 6" ° 1" R SEE PLANS DETECTABLE � �� o PATHWAY WARNING PATTERN (TYP) 2.5" MAX a 4 °° � °1/2• R ° a A 10„ a =� a _ 9 a ° ° d SIGNAL POLE 44 C.. / 13 -:22:• 23' 24: SEE PEDESTRIAN`° ISLAND SECTION FOUNDATION :16: -- \ :15: DETAIL, THIS SHEET 1/4" PREMOLDED JOINT FILLER (WHEN CONTRACTION JOINT ISLAND 2 ADJACENT TO CEMENT CONCRETE PER WSDOT STD PEDESTRIAN ISLAND PATHWAY) PLAN F- 30.10 -01 PEDESTRIAN ISLAND LAYOUT PLAN 4" DIA 4" CSBC, MIN FOUNDATION PER SIGNAL 1 COMPACTED SUBGRADE 0 5 POLE FOUNDATION DESIGN DETAIL, SHEET 32 PEDESTRIAN ISLAND SECTION A -A NOTES: NTS 1. ALL PEDESTRIAN ISLAND PATHWAYS ARE 6.0' WIDE, UNLESS OTHERWISE NOTED. 2. ALL DETECTABLE WARNING SURFACES ARE 2.0' x 6.0', UNLESS OTHERWISE NOTED. 3. ALL PEDESTRIAN ISLAND RADII ARE 1.0', UNLESS OTHERWISE NOTED. 4. SIGNAL POLE FOUNDATION SHALL BE LOCATED PER SIGNAL POLE SPECIFICATIONS, SHEET 30. LOCATION SHALL BE APPROVED BY THE CITY OF RENTON TRANSPORTATION MAINTENANCE DEPARTMENT REPRESENTATIVE SUCH THAT THE DISTANCE BETWEEN THE FACE OF THE PEDESTRIAN ISLAND AND THE PEDESTRIAN PUSH BUTTON SHALL NOT EXCEED 10 ", EXTENSION OF FOUNDATION BEYOND FACE OF PEDESTRIAN ISLAND MAY VARY BASED ON POLE DIAMETER BUT SHALL NOT EXCEED 2.5" 5. SIGNAL POLE FOUNDATION SHALL BE CONSTRUCTED PER SIGNAL POLE FOUNDATION DESIGN DETAIL, SHEET 32. 7539th Ave N 2502 Jefferson Ave Seare, WA 981 09 Tacoma, WA 98402 (206) 286-1640 (253) 627 -0720 www.kpg.00m RECORD DRAWINGS PREPARED BY KPG, JULY 2014 BASED ON CONSTRUCTION RECORDS CITY OF RENTON Public Works Department APPROVED FOR CONSTRUCTION BY: DATE: SOUTH LAKE WASHINGTON ROADWAY IMPROVEMENTS ROADWAY DETAILS /-\9- 2 -'-3S'6 r S- 7 0R=16 1459 CALL 3 WORKING DAYS Imo BEFORE YOU DIG: :,rs,r;,;;r,; •" •..a 4" CEMENT CONIC <0 0 =o LOGAN AVE N ' ' 4 20: ' 3 PROJECT NO. 11156 :21:• FED AID NO. ?' z DATE: PPB POLE #5 - -- ISLAND 3 FOUNDATION -- 0 0 on ... A MA) G ISLAND 1 :17: CEMENT CONCRETE PAVEMENT i� o ' 6 ' S CF. .F. 00 CONTRACTION JOINT PER PEDESTRIAN? cy\ WSDOT STD PLAN F- 30.10 -01 ,, 0 2% MAX ••D•_ ISLAND, WIDTH VARIES 2% • 6' PEDESTRIAN ISLAND 1" R 6" ° 1" R SEE PLANS DETECTABLE � �� o PATHWAY WARNING PATTERN (TYP) 2.5" MAX a 4 °° � °1/2• R ° a A 10„ a =� a _ 9 a ° ° d SIGNAL POLE 44 C.. / 13 -:22:• 23' 24: SEE PEDESTRIAN`° ISLAND SECTION FOUNDATION :16: -- \ :15: DETAIL, THIS SHEET 1/4" PREMOLDED JOINT FILLER (WHEN CONTRACTION JOINT ISLAND 2 ADJACENT TO CEMENT CONCRETE PER WSDOT STD PEDESTRIAN ISLAND PATHWAY) PLAN F- 30.10 -01 PEDESTRIAN ISLAND LAYOUT PLAN 4" DIA 4" CSBC, MIN FOUNDATION PER SIGNAL 1 COMPACTED SUBGRADE 0 5 POLE FOUNDATION DESIGN DETAIL, SHEET 32 PEDESTRIAN ISLAND SECTION A -A NOTES: NTS 1. ALL PEDESTRIAN ISLAND PATHWAYS ARE 6.0' WIDE, UNLESS OTHERWISE NOTED. 2. ALL DETECTABLE WARNING SURFACES ARE 2.0' x 6.0', UNLESS OTHERWISE NOTED. 3. ALL PEDESTRIAN ISLAND RADII ARE 1.0', UNLESS OTHERWISE NOTED. 4. SIGNAL POLE FOUNDATION SHALL BE LOCATED PER SIGNAL POLE SPECIFICATIONS, SHEET 30. LOCATION SHALL BE APPROVED BY THE CITY OF RENTON TRANSPORTATION MAINTENANCE DEPARTMENT REPRESENTATIVE SUCH THAT THE DISTANCE BETWEEN THE FACE OF THE PEDESTRIAN ISLAND AND THE PEDESTRIAN PUSH BUTTON SHALL NOT EXCEED 10 ", EXTENSION OF FOUNDATION BEYOND FACE OF PEDESTRIAN ISLAND MAY VARY BASED ON POLE DIAMETER BUT SHALL NOT EXCEED 2.5" 5. SIGNAL POLE FOUNDATION SHALL BE CONSTRUCTED PER SIGNAL POLE FOUNDATION DESIGN DETAIL, SHEET 32. 7539th Ave N 2502 Jefferson Ave Seare, WA 981 09 Tacoma, WA 98402 (206) 286-1640 (253) 627 -0720 www.kpg.00m RECORD DRAWINGS PREPARED BY KPG, JULY 2014 BASED ON CONSTRUCTION RECORDS CITY OF RENTON Public Works Department APPROVED FOR CONSTRUCTION BY: DATE: SOUTH LAKE WASHINGTON ROADWAY IMPROVEMENTS ROADWAY DETAILS /-\9- 2 -'-3S'6 r S- 7 0R=16 1459 CALL 3 WORKING DAYS BEFORE YOU DIG: 811 <0 0 =o Aga 0 =o ' DRAWING NO. 6 3 PROJECT NO. 11156 M••r FED AID NO. z DATE: FEB 2012 SHEET NO. 6 OF 53 t 0 c �y d a <0 0 =o Aga 0 =o ' 3 o M••r 3 z