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HomeMy WebLinkAboutTRO4103430.53 (2)Ln Ln / z a-- Z w U w O F 3/8" EXPANSION JOINT SCORE LINE IF POURED MONOLITHIC MATCH ROADWAY SLOPE CEMENT CONCRETE 4" CSBC TRAFFIC CURB & GUTTER -/ �01 ENTRANCE LENGTH SEE DRIVEWAY SCHEDULE REFERENCE POINT FOR DRIVEWAY PROFILES UNLESS OTHERWISE NOTED PAY LIMITS 3/8" EXPANSION -\ JOINT (TYP) 2% MAX a COMPACTED SECTION A -A SUBGRADE Y SEE DRVCill y WD ULE -` IVUIL 8 ISOMETRIC VIEW �. CEMENT CONCRETE TRAFFIC CURB & GUTTER CEMENT CONCRETE DRIVEWAY ENTRANCE TYPE 1 NITS I MATCH ROADWAY SLOPE CEMENT CONCRETE TRAFFIC CURB & GUTTER - 3/8" EXPANSION JOINT SCORE LINE IF POURED MONOLITHIC PAY LIMITS ENTRANCE LENGTH SEE DRIVEWAY SCHEDULE SIDEWALK LENGTH SEE DRIVEWAY SCHEDULE 2% MAX j 4 CSBC COMPACTED SUBGRADE SECTION B-B REFERENCE POINT FOR DRIVEWAY PROFILES UNLESS OTHERWISE NOTED - 3/8" EXPANSION JOINT (TYP) ��\�`�d� SEE OR/VEW4 y WD DR/I/Eiq y TH SCyEDULE.. CEMENT CONCRETE SIDEWALK (TYP) do v G o Se a d.eQ 4 CEMENT CONCRETE SIDEWALK (TYP) a LTV 4, p Cv 40Ty 4 LE CEMENT CONCRETE ISOMETRIC VIEW TRAFFIC CURB & GUTTER CEMENT CONCRETE DRIVEWAY ENTRANCE TYPE 2 NTS ADDENDUM NO 2: REVISE DRIVEWAY SCHEDULE I SOD ' I NUMBER I REVISION DESCRIPTION BY I APP. I DATE VARIES FROM 1" TO 6", MAINTAIN 1 H: 6V SLOPE ON SIDE OF CURB 6.5" VARIES r---I ,-- 1/2"R MATCH ROADWAY SLOPE a p a o e a ROADWAY 1 /2 R 4 R a e 18" VARIES FROM 1.5" TO 6" CEMENT CONCRFYF TRAFFIC CURB AND GUTTER DE7AIL FOR DRIVEWAY ENTRANCE TYPE 3 N TS 3/8" EXPANSION JOINT SCORE LINE IF POURED MONOLITHIC SEE MODIFIED CURB AND GUTTER DETAIL, THIS SHEET \ MATCH ROADWAY SLOPE 01 CEMENT CONCRETE TRAFFIC CURB & GUTTER PER DETAIL, THIS SHEET COMPACTED SUBGRADE ENTRANCE LENGTH SEE DRIVEWAY SCHEDULE 2--% -MAX.� REFERENCE POINT FOR DRIVEWAY PROFILES UNLESS OTHERWISE NOTED PAY LIMITS 3/8" EXPANSION JOINT (TYP) 4" CSBC SECTION C-C SEE OR/VE�i•4 y lv/D OR/��A y SC'y �UL ° D4 ° 8 ,3q M4 . e o e ° . Adp 4 .. 4. �-� 15' M ° a SEE NO AX ENTR p ° 8 C ° 4 ° °°. 8 4 NOTE SEE DR/�ANCE WIDTy e Et�V,q Y SCyEDULE � ° - SEE 15, MAX NOTE 8 ISOMETRIC VIEW CEMENT CONCRETE DRIVEWAY ENTRANCE TYPE 3 NTS 11-14-11 SURVEYED: KPG DRAWN BY: ODB/SOD DESIGN BY: ODB/SOD CHECK BY: NM PROJ MGR: JF FILE: 0655DDWY01.dwg pll- '* w ♦ _I 753 9th Avenue N 2502 Jefferson Avenue Seattle, WA 98109 Tacoma, WA 98402 (206) 286-1640 (253) 627-0720 www,kpg.com BID DOCUMENTS FA DRIVEWAY SCHEDULE '\ DRIVEWAY CENTERLINE ENTRANCE ENTRANCE SIDEWALK DRIVEWAY DRIVEWAY ENTRANCE N0. 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 D313 D4 14+06.71 LT 16+90.34 RT 25 32 8 -5 0 8 --� 25 32 40 ^-5 3 ; d' D5 D6 18+51.40 RT 19+25.05 LT 32 32 8 5 0 8 32 32 ° S 3 5 2 D7 19+98.50 RT 32 _ 5 8 32 - 12 2 D8 D9 21 +28.51 RT 24+25,41 LT 32 30 5 5 8 8 _ 32 1) 2.0 N ,,r, , 2 f f, D10 25+20.95 RT 32 13 0 32 N/A 1 D11 25+11.13 LT 30 5 8 30 22 2 D11 A 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 i 31 2 I 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 i - 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 D24 37+59.19 LT 39+76.34 LT 21.9 32 5 5 _ 1 8 8 22.0 32 i 8 2 D25 D26 42+50.98 RT 42+76.36 LT 32 32 5 5 8 8 �32 32 13 15 2 2 D28 D28A 44+15.66 RT 44+15.66 RT 50 50 8 8 ' 0 0 v�-_--�----- 50 10� 23 1 D29 44+22.78 LT 32 8 0 � 32 L D30 44+82.61 LT 32 _ 5 8 32 20-- 2 CEMENT CONCRETE SIDEWALK (TYP) CEMENT CONCRETE TRAFFIC CURB & GUTTER CEMENT CONCRETE DRIVEWAY GENERAL NOTES 1. WHEN THE ENTRANCE WIDTH EXCEEDS 15 FEET, CONSTRUCT A FULL DEPTH EXPANSION JOINT WITH j" 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 '1E1-IICLE FLOP. I 6. FOR DETAILS ON DRIVEWAY CONSTRUCTION, SEE PARKING AND DRIVEWAY PAVEMENT DETAIL, SHEE 11- 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. �-- CITY OF RENTON RAINIER AVENUE S (SR 167) DRAWING No. 21 S GRADY WAY TO S 2ND ST PROJECT NO. TED403430 Public Works Department FED AID NO.-CM0167(048) APPROVED FOR CONSTRUCTION DRIVEWAY SCHEDULE &DETAILS DATE: NOV 2011 SHEET NO. 216 OF 304