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HomeMy WebLinkAboutT-3430156WE 0 3 0 0 N u7 i i c 0 i 0 i cZo w i S2 3/8" EXPANSION JOINT SCORE LINE IF POURED MONOLITHIC io CEMENT CONCRETE 4" CSBC TRAFFIC CIIRR k GUTTER ENTRANCE LENGTH SEE DRIVEWAY SCHEDULE 2� i MAX a -�--T SECTION A -A REFERENCE POINT FOR DRIVEWAY PROFILES UNLESS PAY OTHERWISE NOTED v� 3/8" EXPANSION IS COMPACTED SUBGRADE SfE NOT AX e 8 CEMENT CONCRETE ISOMETRIC VIEW TRAFFIC CURB & GUTTER CEMENT CONCRETE DRIVEWAY ENTRANCE TYPE 1 NTS MATCH ROADWAY SLOPE CEMENT CONCRETE TRAFFIC CURB & GUTTER 3/8" EXPANSION JOINT SCORE LINE IF POURED MONOLITHIC PAY LIMITS �1z' 6' 6 i S`<F' .aFOj ENTRANCE LENGTH SEE DRIVEWAY SCHEDI SECTION B -B REFERENCE POINT FOR DRIVEWAY PROFILES UNLESS OTHERWISE NOTED 3/8" EXPANSION JOINT (TYP) SIDEWALK LENGTH SEE DRIVEWAY SCHEDULE 2% MAX s \// a� 4" CSBC COMPACTED SUBGRADE Sv�pL J� SF SG�FO SEE DR/W*4Y Wj0 DR /17E 4Y SC/ 9,/ le CEMENT CONCRETE SIDEWALK (TYP) ti CEMENT CONCRETE !° SIDEWALK (TYP) e W W W W W •n W CE WIDiy I Y SCyEDU(E 6' CEMENT CONCRETE ISOMETRIC VIEW TRAFFIC CURB & GUTTER CEMENT CONCRETE DRIVEWAY ENTRANCE TYPE 2 NTS 6.5" VARIES FROM 1" TO 6 MAINTAIN OH SLOPE ON SIDE OF CURB 1/2 "R p' 1 "R e. d 18" CEMENT CONCRETE TRAFFIC CURB AND GUTTER DETAIL FOR DRIVEWAY ENTRANCE TYPE 3 NTS 3/8" EXPANSION JOINT SCORE LINE IF POURED MONOLITHIC SEE MODIFIED CURB AND GUTTER DETAIL, THIS SHEET MA CEMENT CONCRETE TRAFFIC CURB & GUTTER COMPACTED PER DETAIL, THIS SHEET SUBGRADE ENTRANCE LENGTH SEE DRIVEWAY SCHEDULE 27 MAX_ � \ / / \ \// 4" CSBC SECTION C -C REFERENCE POINT FOR DRIVEWAY PROFILES UNLESS OTHERWISE NOTED PAY LIMITS 3/8" EXPANSION JOINT (TYP) e 83q A4 �yy ° .' •e d 15' MAX NOTE 8 SEE EN�AVCE WID OR /LIEU. _ %H A. 1�'WAX DRAY KID/j, SCHEDULE d• MAX' ISOMETRIC VIEW CEMENT CONCRETE DRIVEWAY ENTRANCE TYPE 3 NTS IKIVLWAT JUNLUULL JUU I L11011 1 11 -14 -71 SURVEYED: KPG WA Qg A COg92 DRAWN BY: ODB /SOD DESIGN BY: ODB /SOD n CHECKBY: NM �? 20320 o y� ,n IMS 1.�aQ' PROJ MGR: JF Q /ONA ti� REVISION DESCRIPTION BY APP. DATE L FILE: 0655DDWY01.dwg KpGr 7539tltAvenueN 2502 Jefferson Avenue Seatle,098109 Taooma,WA98402 (206)2661640 (253) 627 -0120 www.kpg,00m BID DOCUMENTS 0 DRIVEWAY SCHEDULE DRIVEWAY CENTERLINE ENTRANCE ENTRANCE SIDEWALK DRIVEWAY DRIVEWAY ENTRANCE NO. STATION WIDTH (LF) LENGTH (LF) LENGTH (LF) WIDTH (LF) LENGTH (LF) TYPE D1 12 +53.40 RT 30 13 0 30 30 1 D2 14 +30.87 RT 32 5 8 32 5 2 D3 14 +82.11 LT 40.4 8 0 40 60 1 D3A 14 +82.11 LT 40.4 8 0 37 71 1 D3B 14 +06.71 LT 25 8 0 25 40 3 D4 16 +90.34 RT 32 5 8 32 5 2 D5 18 +51.40 RT 32 8 0 32 13 1 D6 19 +25.05 LT 32 5 8 32 5 2 D7 19 +98.50 RT 32 5 8 32 12 2 D8 21 +28.51 RT 32 5 8 32 20 2 D9 24 +25.41 LT 30 5 8 30 N/A 2 D10 25 +20.95 RT 32 13 0 32 N/A 1 D11 25 +11.13 LT 30 5 8 30 22 2 D11A 26 +05.72 LT 31 5 8 30 20 2 D12 26 +38.02 RT 32 5 8 32 26 2 D13 27 +34.15 RT 32 5 8 32 30 2 D14 28 +20.62 LT 32 5 8 32 31 2 D15 28 +00.49 RT 32 13 0 28 9.2 1 D16 28 +47.81 RT 15.9 5 8 15 10 2 D17 28 +87.65 RT 29.9 13 0 31 30 1 D17A 29 +65.07 RT 32 5 8 32 20 2 D18 30 +22.35 RT 32 5 8 32 10 2 D18A 350 +96.59 RT 26.3 7.5 0 26 20 1 D19 35 +63.52 LT 18.3 5 8 18 8 2 D20 36 +26.76 LT 32 1 5 8 32 10 2 D21 36 +97.74 LT 26.1 5 8 26 15 2 D22 37 +14.58 RT 35.9 5 8 36 14 2 D23 37 +59.19 LT 21,9 5 8 22.0 20 2 D24 39 +76.34 LT 32 5 8 32 8 2 D25 42 +50.98 RT 32 5 8 32 13 2 D26 42 +76.36 LT 32 5 8 32 15 2 D28 44 +15.66 RT 1 50 8 0 50 23 1 D28A 44 +15.66 RT 50 8 0 50 1 23 1 D29 44 +22.78 LT 32 1 8 0 32 5 1 D30 44 +82.61 LT 32 1 5 8 32 20 2 CEMENT CONCRETE SIDEWALK (TYP) CEMENT CONCRETE T=3430156 TRAFFIC CURB & GUTTER CEMENT CONCRETE DRIVEWAY GENERAL NOTES 1. WHEN THE ENTRANCE WIDTH EXCEEDS 15 FEET, CONSTRUCT A FULL DEPTH EXPANSION JOINT WITH JOINT FILLER ALONG THE DRIVEWAY CENTERLINE. 2. CONSTRUCT FULL DEPTH EXPANSION JOINTS WITH 3/8" JOINT FILLER PARALLEL WITH THE CENTERLINE AS REQUIRED AT 15' MAXIMUM SPACING WHEN ENTRANCE WIDTHS EXCEED 30'. 3. PLACE FULL DEPTH EXPANSION JOINT WITH 3/8" JOINT FILLER AT BACK, FRONT, AND SIDES OF DRIVEWAY ENTRANCE. 4. ALL JOINTS SHALL BE CLEANED AND EDGED. 5. DRIVEWAY ENTRANCE SURFACES SHALL RECEIVE A LIGHT BRUSH FINISH TRANSVERSE TO VEHICLE FLOW. 6. FOR DETAILS ON DRIVEWAY CONSTRUCTION, SEE PARKING AND DRIVEWAY PAVEMENT DETAIL, SHEET 24. 7. GRADE DRIVEWAY PAVEMENT TO ENSURE POSITIVE DRAINAGE TO EXISTING AND PROPOSED DRAINAGE STRUCTURES. 8. 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 MAX LENGTH, THE RUNNING SLOPE OF THE CURB RAMP SHALL BE AS FLAT AS FEASIBLE. <> RAINIER AVENUES SR 167 DRAWING NO. 216 •' CITY OF RENTON ( ) ML Public Works Department S GRADY WAY TO S 2ND ST PROJECTNO. TED403430 FED AID NO. - CM0167(048) APPROV DFORCONSTRUCTION DRIVEWAY SCHEDULE & DETAILS / DATE: NOV 2011 BY: DATE: �"?,L SHEET NO. 216 OF 304 > z m a m /V w O rn ' I ` a ~ o -r •p o O N z JOINT (TYP) O O SF SG�FD S SEE DR/lEWAY {f90 OR /�H'AY S SCHEDULE 83 %,?AX..: _ 8 �'„ f f d d 15' MAX c c :. e e ° < SEE NOTE 8 S EN7RA e ° < SEE E SCHEDULE 1 15' M NOT AX e 8 CEMENT CONCRETE ISOMETRIC VIEW TRAFFIC CURB & GUTTER CEMENT CONCRETE DRIVEWAY ENTRANCE TYPE 1 NTS MATCH ROADWAY SLOPE CEMENT CONCRETE TRAFFIC CURB & GUTTER 3/8" EXPANSION JOINT SCORE LINE IF POURED MONOLITHIC PAY LIMITS �1z' 6' 6 i S`<F' .aFOj ENTRANCE LENGTH SEE DRIVEWAY SCHEDI SECTION B -B REFERENCE POINT FOR DRIVEWAY PROFILES UNLESS OTHERWISE NOTED 3/8" EXPANSION JOINT (TYP) SIDEWALK LENGTH SEE DRIVEWAY SCHEDULE 2% MAX s \// a� 4" CSBC COMPACTED SUBGRADE Sv�pL J� SF SG�FO SEE DR/W*4Y Wj0 DR /17E 4Y SC/ 9,/ le CEMENT CONCRETE SIDEWALK (TYP) ti CEMENT CONCRETE !° SIDEWALK (TYP) e W W W W W •n W CE WIDiy I Y SCyEDU(E 6' CEMENT CONCRETE ISOMETRIC VIEW TRAFFIC CURB & GUTTER CEMENT CONCRETE DRIVEWAY ENTRANCE TYPE 2 NTS 6.5" VARIES FROM 1" TO 6 MAINTAIN OH SLOPE ON SIDE OF CURB 1/2 "R p' 1 "R e. d 18" CEMENT CONCRETE TRAFFIC CURB AND GUTTER DETAIL FOR DRIVEWAY ENTRANCE TYPE 3 NTS 3/8" EXPANSION JOINT SCORE LINE IF POURED MONOLITHIC SEE MODIFIED CURB AND GUTTER DETAIL, THIS SHEET MA CEMENT CONCRETE TRAFFIC CURB & GUTTER COMPACTED PER DETAIL, THIS SHEET SUBGRADE ENTRANCE LENGTH SEE DRIVEWAY SCHEDULE 27 MAX_ � \ / / \ \// 4" CSBC SECTION C -C REFERENCE POINT FOR DRIVEWAY PROFILES UNLESS OTHERWISE NOTED PAY LIMITS 3/8" EXPANSION JOINT (TYP) e 83q A4 �yy ° .' •e d 15' MAX NOTE 8 SEE EN�AVCE WID OR /LIEU. _ %H A. 1�'WAX DRAY KID/j, SCHEDULE d• MAX' ISOMETRIC VIEW CEMENT CONCRETE DRIVEWAY ENTRANCE TYPE 3 NTS IKIVLWAT JUNLUULL JUU I L11011 1 11 -14 -71 SURVEYED: KPG WA Qg A COg92 DRAWN BY: ODB /SOD DESIGN BY: ODB /SOD n CHECKBY: NM �? 20320 o y� ,n IMS 1.�aQ' PROJ MGR: JF Q /ONA ti� REVISION DESCRIPTION BY APP. DATE L FILE: 0655DDWY01.dwg KpGr 7539tltAvenueN 2502 Jefferson Avenue Seatle,098109 Taooma,WA98402 (206)2661640 (253) 627 -0120 www.kpg,00m BID DOCUMENTS 0 DRIVEWAY SCHEDULE DRIVEWAY CENTERLINE ENTRANCE ENTRANCE SIDEWALK DRIVEWAY DRIVEWAY ENTRANCE NO. STATION WIDTH (LF) LENGTH (LF) LENGTH (LF) WIDTH (LF) LENGTH (LF) TYPE D1 12 +53.40 RT 30 13 0 30 30 1 D2 14 +30.87 RT 32 5 8 32 5 2 D3 14 +82.11 LT 40.4 8 0 40 60 1 D3A 14 +82.11 LT 40.4 8 0 37 71 1 D3B 14 +06.71 LT 25 8 0 25 40 3 D4 16 +90.34 RT 32 5 8 32 5 2 D5 18 +51.40 RT 32 8 0 32 13 1 D6 19 +25.05 LT 32 5 8 32 5 2 D7 19 +98.50 RT 32 5 8 32 12 2 D8 21 +28.51 RT 32 5 8 32 20 2 D9 24 +25.41 LT 30 5 8 30 N/A 2 D10 25 +20.95 RT 32 13 0 32 N/A 1 D11 25 +11.13 LT 30 5 8 30 22 2 D11A 26 +05.72 LT 31 5 8 30 20 2 D12 26 +38.02 RT 32 5 8 32 26 2 D13 27 +34.15 RT 32 5 8 32 30 2 D14 28 +20.62 LT 32 5 8 32 31 2 D15 28 +00.49 RT 32 13 0 28 9.2 1 D16 28 +47.81 RT 15.9 5 8 15 10 2 D17 28 +87.65 RT 29.9 13 0 31 30 1 D17A 29 +65.07 RT 32 5 8 32 20 2 D18 30 +22.35 RT 32 5 8 32 10 2 D18A 350 +96.59 RT 26.3 7.5 0 26 20 1 D19 35 +63.52 LT 18.3 5 8 18 8 2 D20 36 +26.76 LT 32 1 5 8 32 10 2 D21 36 +97.74 LT 26.1 5 8 26 15 2 D22 37 +14.58 RT 35.9 5 8 36 14 2 D23 37 +59.19 LT 21,9 5 8 22.0 20 2 D24 39 +76.34 LT 32 5 8 32 8 2 D25 42 +50.98 RT 32 5 8 32 13 2 D26 42 +76.36 LT 32 5 8 32 15 2 D28 44 +15.66 RT 1 50 8 0 50 23 1 D28A 44 +15.66 RT 50 8 0 50 1 23 1 D29 44 +22.78 LT 32 1 8 0 32 5 1 D30 44 +82.61 LT 32 1 5 8 32 20 2 CEMENT CONCRETE SIDEWALK (TYP) CEMENT CONCRETE T=3430156 TRAFFIC CURB & GUTTER CEMENT CONCRETE DRIVEWAY GENERAL NOTES 1. WHEN THE ENTRANCE WIDTH EXCEEDS 15 FEET, CONSTRUCT A FULL DEPTH EXPANSION JOINT WITH JOINT FILLER ALONG THE DRIVEWAY CENTERLINE. 2. CONSTRUCT FULL DEPTH EXPANSION JOINTS WITH 3/8" JOINT FILLER PARALLEL WITH THE CENTERLINE AS REQUIRED AT 15' MAXIMUM SPACING WHEN ENTRANCE WIDTHS EXCEED 30'. 3. PLACE FULL DEPTH EXPANSION JOINT WITH 3/8" JOINT FILLER AT BACK, FRONT, AND SIDES OF DRIVEWAY ENTRANCE. 4. ALL JOINTS SHALL BE CLEANED AND EDGED. 5. DRIVEWAY ENTRANCE SURFACES SHALL RECEIVE A LIGHT BRUSH FINISH TRANSVERSE TO VEHICLE FLOW. 6. FOR DETAILS ON DRIVEWAY CONSTRUCTION, SEE PARKING AND DRIVEWAY PAVEMENT DETAIL, SHEET 24. 7. GRADE DRIVEWAY PAVEMENT TO ENSURE POSITIVE DRAINAGE TO EXISTING AND PROPOSED DRAINAGE STRUCTURES. 8. 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 MAX LENGTH, THE RUNNING SLOPE OF THE CURB RAMP SHALL BE AS FLAT AS FEASIBLE. <> RAINIER AVENUES SR 167 DRAWING NO. 216 •' CITY OF RENTON ( ) ML Public Works Department S GRADY WAY TO S 2ND ST PROJECTNO. TED403430 FED AID NO. - CM0167(048) APPROV DFORCONSTRUCTION DRIVEWAY SCHEDULE & DETAILS / DATE: NOV 2011 BY: DATE: �"?,L SHEET NO. 216 OF 304 > z m a m /V w O rn ' I ` a ~ o -r •p o O N z S`<F' .aFOj ENTRANCE LENGTH SEE DRIVEWAY SCHEDI SECTION B -B REFERENCE POINT FOR DRIVEWAY PROFILES UNLESS OTHERWISE NOTED 3/8" EXPANSION JOINT (TYP) SIDEWALK LENGTH SEE DRIVEWAY SCHEDULE 2% MAX s \// a� 4" CSBC COMPACTED SUBGRADE Sv�pL J� SF SG�FO SEE DR/W*4Y Wj0 DR /17E 4Y SC/ 9,/ le CEMENT CONCRETE SIDEWALK (TYP) ti CEMENT CONCRETE !° SIDEWALK (TYP) e W W W W W •n W CE WIDiy I Y SCyEDU(E 6' CEMENT CONCRETE ISOMETRIC VIEW TRAFFIC CURB & GUTTER CEMENT CONCRETE DRIVEWAY ENTRANCE TYPE 2 NTS 6.5" VARIES FROM 1" TO 6 MAINTAIN OH SLOPE ON SIDE OF CURB 1/2 "R p' 1 "R e. d 18" CEMENT CONCRETE TRAFFIC CURB AND GUTTER DETAIL FOR DRIVEWAY ENTRANCE TYPE 3 NTS 3/8" EXPANSION JOINT SCORE LINE IF POURED MONOLITHIC SEE MODIFIED CURB AND GUTTER DETAIL, THIS SHEET MA CEMENT CONCRETE TRAFFIC CURB & GUTTER COMPACTED PER DETAIL, THIS SHEET SUBGRADE ENTRANCE LENGTH SEE DRIVEWAY SCHEDULE 27 MAX_ � \ / / \ \// 4" CSBC SECTION C -C REFERENCE POINT FOR DRIVEWAY PROFILES UNLESS OTHERWISE NOTED PAY LIMITS 3/8" EXPANSION JOINT (TYP) e 83q A4 �yy ° .' •e d 15' MAX NOTE 8 SEE EN�AVCE WID OR /LIEU. _ %H A. 1�'WAX DRAY KID/j, SCHEDULE d• MAX' ISOMETRIC VIEW CEMENT CONCRETE DRIVEWAY ENTRANCE TYPE 3 NTS IKIVLWAT JUNLUULL JUU I L11011 1 11 -14 -71 SURVEYED: KPG WA Qg A COg92 DRAWN BY: ODB /SOD DESIGN BY: ODB /SOD n CHECKBY: NM �? 20320 o y� ,n IMS 1.�aQ' PROJ MGR: JF Q /ONA ti� REVISION DESCRIPTION BY APP. DATE L FILE: 0655DDWY01.dwg KpGr 7539tltAvenueN 2502 Jefferson Avenue Seatle,098109 Taooma,WA98402 (206)2661640 (253) 627 -0120 www.kpg,00m BID DOCUMENTS 0 DRIVEWAY SCHEDULE DRIVEWAY CENTERLINE ENTRANCE ENTRANCE SIDEWALK DRIVEWAY DRIVEWAY ENTRANCE NO. STATION WIDTH (LF) LENGTH (LF) LENGTH (LF) WIDTH (LF) LENGTH (LF) TYPE D1 12 +53.40 RT 30 13 0 30 30 1 D2 14 +30.87 RT 32 5 8 32 5 2 D3 14 +82.11 LT 40.4 8 0 40 60 1 D3A 14 +82.11 LT 40.4 8 0 37 71 1 D3B 14 +06.71 LT 25 8 0 25 40 3 D4 16 +90.34 RT 32 5 8 32 5 2 D5 18 +51.40 RT 32 8 0 32 13 1 D6 19 +25.05 LT 32 5 8 32 5 2 D7 19 +98.50 RT 32 5 8 32 12 2 D8 21 +28.51 RT 32 5 8 32 20 2 D9 24 +25.41 LT 30 5 8 30 N/A 2 D10 25 +20.95 RT 32 13 0 32 N/A 1 D11 25 +11.13 LT 30 5 8 30 22 2 D11A 26 +05.72 LT 31 5 8 30 20 2 D12 26 +38.02 RT 32 5 8 32 26 2 D13 27 +34.15 RT 32 5 8 32 30 2 D14 28 +20.62 LT 32 5 8 32 31 2 D15 28 +00.49 RT 32 13 0 28 9.2 1 D16 28 +47.81 RT 15.9 5 8 15 10 2 D17 28 +87.65 RT 29.9 13 0 31 30 1 D17A 29 +65.07 RT 32 5 8 32 20 2 D18 30 +22.35 RT 32 5 8 32 10 2 D18A 350 +96.59 RT 26.3 7.5 0 26 20 1 D19 35 +63.52 LT 18.3 5 8 18 8 2 D20 36 +26.76 LT 32 1 5 8 32 10 2 D21 36 +97.74 LT 26.1 5 8 26 15 2 D22 37 +14.58 RT 35.9 5 8 36 14 2 D23 37 +59.19 LT 21,9 5 8 22.0 20 2 D24 39 +76.34 LT 32 5 8 32 8 2 D25 42 +50.98 RT 32 5 8 32 13 2 D26 42 +76.36 LT 32 5 8 32 15 2 D28 44 +15.66 RT 1 50 8 0 50 23 1 D28A 44 +15.66 RT 50 8 0 50 1 23 1 D29 44 +22.78 LT 32 1 8 0 32 5 1 D30 44 +82.61 LT 32 1 5 8 32 20 2 CEMENT CONCRETE SIDEWALK (TYP) CEMENT CONCRETE T=3430156 TRAFFIC CURB & GUTTER CEMENT CONCRETE DRIVEWAY GENERAL NOTES 1. WHEN THE ENTRANCE WIDTH EXCEEDS 15 FEET, CONSTRUCT A FULL DEPTH EXPANSION JOINT WITH JOINT FILLER ALONG THE DRIVEWAY CENTERLINE. 2. CONSTRUCT FULL DEPTH EXPANSION JOINTS WITH 3/8" JOINT FILLER PARALLEL WITH THE CENTERLINE AS REQUIRED AT 15' MAXIMUM SPACING WHEN ENTRANCE WIDTHS EXCEED 30'. 3. PLACE FULL DEPTH EXPANSION JOINT WITH 3/8" JOINT FILLER AT BACK, FRONT, AND SIDES OF DRIVEWAY ENTRANCE. 4. ALL JOINTS SHALL BE CLEANED AND EDGED. 5. DRIVEWAY ENTRANCE SURFACES SHALL RECEIVE A LIGHT BRUSH FINISH TRANSVERSE TO VEHICLE FLOW. 6. FOR DETAILS ON DRIVEWAY CONSTRUCTION, SEE PARKING AND DRIVEWAY PAVEMENT DETAIL, SHEET 24. 7. GRADE DRIVEWAY PAVEMENT TO ENSURE POSITIVE DRAINAGE TO EXISTING AND PROPOSED DRAINAGE STRUCTURES. 8. 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 MAX LENGTH, THE RUNNING SLOPE OF THE CURB RAMP SHALL BE AS FLAT AS FEASIBLE. <> RAINIER AVENUES SR 167 DRAWING NO. 216 •' CITY OF RENTON ( ) ML Public Works Department S GRADY WAY TO S 2ND ST PROJECTNO. TED403430 FED AID NO. - CM0167(048) APPROV DFORCONSTRUCTION DRIVEWAY SCHEDULE & DETAILS / DATE: NOV 2011 BY: DATE: �"?,L SHEET NO. 216 OF 304 > z m a m /V w O rn ' I ` a ~ o -r •p o O N z CEMENT CONCRETE SIDEWALK (TYP) CEMENT CONCRETE T=3430156 TRAFFIC CURB & GUTTER CEMENT CONCRETE DRIVEWAY GENERAL NOTES 1. WHEN THE ENTRANCE WIDTH EXCEEDS 15 FEET, CONSTRUCT A FULL DEPTH EXPANSION JOINT WITH JOINT FILLER ALONG THE DRIVEWAY CENTERLINE. 2. CONSTRUCT FULL DEPTH EXPANSION JOINTS WITH 3/8" JOINT FILLER PARALLEL WITH THE CENTERLINE AS REQUIRED AT 15' MAXIMUM SPACING WHEN ENTRANCE WIDTHS EXCEED 30'. 3. PLACE FULL DEPTH EXPANSION JOINT WITH 3/8" JOINT FILLER AT BACK, FRONT, AND SIDES OF DRIVEWAY ENTRANCE. 4. ALL JOINTS SHALL BE CLEANED AND EDGED. 5. DRIVEWAY ENTRANCE SURFACES SHALL RECEIVE A LIGHT BRUSH FINISH TRANSVERSE TO VEHICLE FLOW. 6. FOR DETAILS ON DRIVEWAY CONSTRUCTION, SEE PARKING AND DRIVEWAY PAVEMENT DETAIL, SHEET 24. 7. GRADE DRIVEWAY PAVEMENT TO ENSURE POSITIVE DRAINAGE TO EXISTING AND PROPOSED DRAINAGE STRUCTURES. 8. 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 MAX LENGTH, THE RUNNING SLOPE OF THE CURB RAMP SHALL BE AS FLAT AS FEASIBLE. <> RAINIER AVENUES SR 167 DRAWING NO. 216 •' CITY OF RENTON ( ) ML Public Works Department S GRADY WAY TO S 2ND ST PROJECTNO. TED403430 FED AID NO. - CM0167(048) APPROV DFORCONSTRUCTION DRIVEWAY SCHEDULE & DETAILS / DATE: NOV 2011 BY: DATE: �"?,L SHEET NO. 216 OF 304 > z m a m /V w O rn ' I ` a ~ o -r •p o O N z