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Home My WebLink AboutR-361460ti MATCH EXISTING ELEVATION P v a a o ° oQO o DW1 3 W a 0 o. p W N . ^. cv o Z a u 0 e W W DW 1 STA 0 +00 b STA 44 +74.23 --\ o z 45 +00 DRIVEWAY 1 PLAN GARDEN AVE N 40- N CD o u + oil -. II F N W 30 I ------ - - - - -- MATCH EXISTING CONCRETE ROADWAY ELEVATION 20 0 +00 MATCH ROADWAY SLOPE GARDEN AVE N PLAN SCALE: 1" = 10' SIDEWALK 0 +25 DRIVEWAY 1 PROFILE MATCH EXISTING ELEVATION 0 +50 1.1�1 49 +00 nruruT nnun r,nruuly runmm rzuii Mu uuuuuuuuuuum m, GARDEN AVE N MEANDERING SIDEWALK PLAN SIDEWALK LAYOUT POINTS mvun flu wnu nl "U vv IUN UL InlLo — Vv N O N N LENGTH 1 Cq 'n d o N M PCC N 24.07' O+ 3 N O 24.63' RT N - 4 II u u u u h PCC w w 10.95' 6 w ¢ 33.53' RT - - 7 PCC 48 +61.83 34.93' RT 89.50' 13.67' ssss SS as ao. SIDEWALK 0 +25 DRIVEWAY 1 PROFILE MATCH EXISTING ELEVATION 0 +50 1.1�1 49 +00 nruruT nnun r,nruuly runmm rzuii Mu uuuuuuuuuuum m, GARDEN AVE N MEANDERING SIDEWALK PLAN SIDEWALK LAYOUT POINTS mvun flu wnu nl "U vv IUN UL InlLo — Vv DESCRIPTION OFFSET RADIUS LENGTH 1 PC 35.03' RT 15.00' 11.21' 2 PCC 31.04' RT 24.07' 18.00' 3 PT F48+48.25 24.63' RT - - 4 PC 39.94' RT 12.0' 8.44' 5 PCC 37.09' RT 15.0' 10.95' 6 PT 33.53' RT - - 7 PCC 48 +61.83 34.93' RT 89.50' 13.67' SI[ 4( 3( ENTRANCE LENGTH SIDEWALK LENGTH SEE DRIVEWAY 1 PLAN, SEE DRIVEWAY 1 PLAN, THIS SHEET THIS SHEET 2% MAX 4. 6" CEMENT CONC DRIVEWAY 20 +00 4" CSBC DRIVEWAY 1 DETAILS COMPACTED NTS SUBGRADE NOTE: FOR ADDITIONAL DETAILS SEE ROADWAY PLAN, SHEET 15. 10' VC 4 PLAN SCALE: 1" = 10' = 5 1/2" z 6 1/2° X �1" R N MATCH EXISTING 48 +00 " . " o 4" CEMENT CONCRETE SIDEWALK 2" CSBC 0 CEMENT CONCRETE THICKENED EDGE SIDEWALK NTS 0 +25 0 +50 0 +75 MEANDERING SIDEWALK PROFILE mvun flu wnu nl "U vv IUN UL InlLo — Vv noI DRAWING NO. vv 4VI 141 erM11 7-so �`9, 0, W °sy�ry4'G _ o 9 5506 0a \k T�aEp NqL G 0 SURVEYED: KPG DRAWN BY: HJT DESIGN BY: HJT CHECK BY: NJD PROJ MGR: NJD FILE: 08046DET01.dwg z ADDED THICKENED EDGE SIDEWALK DETAIL - CO JMD 11156 `o_ 1 W z MODIFIED MONOLITHIC CURB DETAIL - CO HJT 1�► O6 26 12 MODIFIED BUS LANDING PAD DETAIL MATCH EXISTING 48 +00 " . " o 4" CEMENT CONCRETE SIDEWALK 2" CSBC 0 CEMENT CONCRETE THICKENED EDGE SIDEWALK NTS 0 +25 0 +50 0 +75 MEANDERING SIDEWALK PROFILE t w 7539th Ave N 2502 Jefferson Ave SWWA981D9 Tacoma, WA 98402 (208)286.1640 (253) 627 -0720 wNw.kpg.00m RECORD DRAWINGS PREPARED BY KPG, JULY 2014 BASED ON CONSTRUCTION RECORDS t " 6Y2" 1" R (TYP) /2 R 51/2. MATCH ROADWAYS Y2° R pd n.. c0 �' G 4 p d.p O 4" CSBC �1 MODIFIED CEMENT CONCRETE TRAFFIC CURB AND GUTTER TYPE A IRK GRADE POINT 6" 9 a Y CONC CL3000,& COLD JOINT CURB DOWEL SEE TYPICAL SECTION DETAILS, SHEETS 4 -5 NOTES: =—I 1. "H" SHALL BE 6" FROM FINISHED ROADWAY GRADE UNLESS OTHERWISE SHOWN ON DRAWINGS. 2. GUTTER SHALL BE SLOPED THE SAME AS ADJACENT PAVEMENT OR 2% MIN, WHICHEVER IS GREATER. 3. FOR CURB DOWEL DETAILS, SEE THIS SHEET. EXISTING ASPHALT PAVEMENT pa Q.. a a. d .p G p SAWCUT EXISTING ASPHALT WITH NEAT AND VERTICAL LINE AT BACK OF CURB LOCATION 01 SAWCUT AT BACK OF CURB DETAIL NTS #3x2' -B" PLACE AT 2' -4" O.C. TOP OF PROPOSED CURB COLD JOINT COMPACTED SUBGRADE 4. CURB JOINT SPACING SHALL MATCH ADJACENT CONCRETE LO I PAVEMENT JOINT SPACING PER SPECIAL PROVISIONS. CURB DOWEL ON NEW PAVEMENT MONOLITHIC CURB DETAIL DOWEL DETAILS NTS NTS STORM DRAIN SOLID FOR SAWED GROOVE AND TIE COVER OR JUNCTION 1' PLANTER BAR DETAILS, SEE WSDOT BOX STD PLAN A- 60.10 -01 EXIST CONCRETE ° 45' TYP PAVEMENT NEW CONCRETE - - - - - - - PAVEMENT. SIDEWALK 6° NOTE: ADJUST STORM DRAIN COVER /JUNCTION NOTES: " D = NEW CONCRETE PAVEMENT THICKNESS. BOX LID TO FINAL SIDEWALK GRADE. REFER TO TYPICAL SECTIONS, SHEETS 4 -5. CONCRETE BUMPOUT DETAIL ° T = D + 3" NTS THICKENED EDGE DETAIL CURB AND 13' NTS GUTTER 4" x 3/8" EXPANSION BUS SHELTER FOOTING 'B21' (PER KING COUNTY JOINT MATERIAL METRO DESIGN STANDARD D103 AND D105, SEE 0 ` ROADWAY PLANS, SHEET 17). - -- - R- 361460 1 /2 , WWF 4 x 4 6/6 WIRE MESH TACK COAT JOINT 4" CEMENT CONC LANDING PAD CALL 3 WORKING DAYS THICKENED EDGE AT CURB 2" CSBC BEFORE YOU DIG: BUS LANDING PAD 811 NTS - CITY OF RENTON mvun flu wnu nl "U vv IUN UL InlLo — Vv noI DRAWING NO. vv 4VI 141 erM11 7-so �`9, 0, W °sy�ry4'G _ o 9 5506 0a \k T�aEp NqL G 0 SURVEYED: KPG DRAWN BY: HJT DESIGN BY: HJT CHECK BY: NJD PROJ MGR: NJD FILE: 08046DET01.dwg z ADDED THICKENED EDGE SIDEWALK DETAIL - CO JMD 11156 `o_ 1 W z MODIFIED MONOLITHIC CURB DETAIL - CO HJT 1�► O6 26 12 MODIFIED BUS LANDING PAD DETAIL - CO HJT FEB 2012 07 12 12 REVISED TO CONFORM TO CONSTRUCTION RECORDS VS HJT 07 2014 NUMBER REVISION DESCRIPTION BY APP. DATE t w 7539th Ave N 2502 Jefferson Ave SWWA981D9 Tacoma, WA 98402 (208)286.1640 (253) 627 -0720 wNw.kpg.00m RECORD DRAWINGS PREPARED BY KPG, JULY 2014 BASED ON CONSTRUCTION RECORDS t " 6Y2" 1" R (TYP) /2 R 51/2. MATCH ROADWAYS Y2° R pd n.. c0 �' G 4 p d.p O 4" CSBC �1 MODIFIED CEMENT CONCRETE TRAFFIC CURB AND GUTTER TYPE A IRK GRADE POINT 6" 9 a Y CONC CL3000,& COLD JOINT CURB DOWEL SEE TYPICAL SECTION DETAILS, SHEETS 4 -5 NOTES: =—I 1. "H" SHALL BE 6" FROM FINISHED ROADWAY GRADE UNLESS OTHERWISE SHOWN ON DRAWINGS. 2. GUTTER SHALL BE SLOPED THE SAME AS ADJACENT PAVEMENT OR 2% MIN, WHICHEVER IS GREATER. 3. FOR CURB DOWEL DETAILS, SEE THIS SHEET. EXISTING ASPHALT PAVEMENT pa Q.. a a. d .p G p SAWCUT EXISTING ASPHALT WITH NEAT AND VERTICAL LINE AT BACK OF CURB LOCATION 01 SAWCUT AT BACK OF CURB DETAIL NTS #3x2' -B" PLACE AT 2' -4" O.C. TOP OF PROPOSED CURB COLD JOINT COMPACTED SUBGRADE 4. CURB JOINT SPACING SHALL MATCH ADJACENT CONCRETE LO I PAVEMENT JOINT SPACING PER SPECIAL PROVISIONS. CURB DOWEL ON NEW PAVEMENT MONOLITHIC CURB DETAIL DOWEL DETAILS NTS NTS STORM DRAIN SOLID FOR SAWED GROOVE AND TIE COVER OR JUNCTION 1' PLANTER BAR DETAILS, SEE WSDOT BOX STD PLAN A- 60.10 -01 EXIST CONCRETE ° 45' TYP PAVEMENT NEW CONCRETE - - - - - - - PAVEMENT. SIDEWALK 6° NOTE: ADJUST STORM DRAIN COVER /JUNCTION NOTES: " D = NEW CONCRETE PAVEMENT THICKNESS. BOX LID TO FINAL SIDEWALK GRADE. REFER TO TYPICAL SECTIONS, SHEETS 4 -5. CONCRETE BUMPOUT DETAIL ° T = D + 3" NTS THICKENED EDGE DETAIL CURB AND 13' NTS GUTTER 4" x 3/8" EXPANSION BUS SHELTER FOOTING 'B21' (PER KING COUNTY JOINT MATERIAL METRO DESIGN STANDARD D103 AND D105, SEE 0 ` ROADWAY PLANS, SHEET 17). - -- - R- 361460 1 /2 , WWF 4 x 4 6/6 WIRE MESH TACK COAT JOINT 4" CEMENT CONC LANDING PAD CALL 3 WORKING DAYS THICKENED EDGE AT CURB 2" CSBC BEFORE YOU DIG: BUS LANDING PAD 811 NTS - CITY OF RENTON SOUTH LAKE WASHINGTON DRAWING NO. 7 Public Works Department ROADWAY IMPROVEMENTS PROJECT NO. 11156 `o_ 1 W 3 FED AID NO. 1�► APPROVED FOR CONSTRUCTION ROADWAY DETAILS DATE: FEB 2012 BY: DATE: SHEET NO. 7 OF 53 1 D c 7y F � u \TJ v> aN ? >n o o ; z �0 `o_ 1 W 3 0 1�► m z