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Home My WebLink AboutR-3937131J7 0 I H cr W N 0 0 Z m O 7 Ld U ed I I N 0 0 (n a- 1_0 IY7 O N 0) E Q) 0) 0 0 i N Cr) (D 00 i 0 N C) O Do U) 0 0 0 00 L1J ! Q O_ w 17 24" „ BOLT -DOWN SU DETAIL AND NO" A B IMP 314-DIM A.HOLE 1 VIP 112' 61AM. HANDLE ISOMETRIC BOLT DOWN SLOT DETAIL SEE NOTF t CONSTRUCTION NOTES AND DETAILS FOR UW MEDICINE - VALLEY MEDICAL CENTER NORTH GARAGE EXPANSION SECTMN NOTES 1• Provide two slots In the cover that are vertically aligned with the holes In the frame.Lccatlon of boll -dawn slots varies among different tranufacturlers. 2. AJternabve reinforcing designs are acceptable In lieu of the rlb design. s. Refer to Standard Spectifcatlon 9.05.15(2) for addition, -II requlrernents 4. For Frame details, see city of Renton Standard Plan 204.00. PUBLIC WORDS RECTANGULAR SOLID STA. FLAN - 204.10 '1* DEPARTMENT METAL COVER MARC'fl 2008 NOTES CURB RAMP WIDTH 4' - D" MIN LANDING TO MATCH A CURB RAMP WIDTH - SEE CONTRACT PLANS CURB RAMP WIDTH 4'- 0" MIN. 1. At marked crosswalks, the connection between the curb ramp and the road - I LANDING I LANDING TOE MATCH CURB RAMP WIDTH -SEE CONTRACT PLANS way must be contained within the width of the crosswalk markings. Y I GRADE BREAK I 2. Where "GRADE BREAK" is called out, the entire length of the grade break LANDING CURB RAMP GRADE BREAK between the two adjacent surface planes shall be flush. GRADE BREAK SEE CONTRACT PLANS - CEMENT CONCRETE SEE CONTRACT PLANS - 4' -0" MIN. SIDEWALK - SEE NOTE 5 3. Do not place Gratings, Junction Boxes, Access Covers, or other appurten- 4'- 0" MIN any part of the Curb Ramp or Landing, or in front of the Curb ancesRamp PROVIDE SMOOTH TRANSITION w Ramp where it connects to the roadway. CEMENT CONCRETE TO SIDEWALK WIDTH 2 • 0" SIDEWALK - SEE NOTE 5 (TYR) SEE CONTRACT PLANS - MIN. SEE CONTRACT 4. See Contract Plans for the curb design specified. See Standard Plan * 4'-0"MIN. * PLANS.-4'-o"MIN. F-10.12 for Curb, Curb and Gutter, Depressed Curb and Gutter, and FLARE (TYR) 318" EXPANSION - BUFFER WIDTH - MATCH Pedestrian Curb details. JOINT (TYP.) - SEE CURB RAMP STANDARD PLAN F•30.10 r I m TO CURB RAMP DEPTH (TYP.) 5. See Standard Plan F-30.10 for Cement Concrete Sidewalk Details. See 3!8" EXPANSION JOINT (TYP.) - SEE I I -' °� i �, Contract Plans for width and placement of sidewalk. STANDARD PLAN F-30.10 GRADE BREAK TRANSITION TO SIDEWALK BUFFER, IF ,� . 6. The Bid Item "Cement Concrete Curb Ram Type does not include the p yp GRADE BREAK PRESENT. OR TO BACK OF CURB (TYP.) - "' '. adjacent Curb, Curb and Gutter, Depressed Curb and Gutter, Pedestrian -- ><• ......... ffiiEiEiii. * _ - SEE CONTRACT PLANS ,v - :. ••:::.... ••:::: yr. .v Curb, Or Sidewalks. The Curb Ramp length is not required to exceed 15 feet (unless shown CURB, OR CURB - - CURB, OR CURB CEMENT CONCRETE otherwise in the Contract Plans). When applying the 1 afoot max. length, AND GUTTER - SEE NOTE 4 AND GUTTER - PEDESTRIAN CURB - SEE NOTE 4 /o the running slope of the Curb Ramp is allowed to exceed 8.3 . Use a I DETECTABLE WARNING SURFACE - SEE NOTE 4 B I single constant slope from bottom of ramp to top of ramp to match into FACE OF CURB; SEE STANDARD PLAN F45.10 DETECTABLE WARNING SURFACE - the landing Over a horizontal distance Of 15 feet. DO not Include the FACE OF CURB SEE STANDARD PLAN F45.10 abutting landing in the 15-foot max. measurement. MEASURED PARALLEL DEPRESSED CURB AND GUTTER - ft DEPRESSED CURB AND GUTTER 8, Curb Ramps and Landings shall receive a broom finish, See Standard TO CURB (TYP.) CROSSWALK SEE NOTE 4 CROSSWALK Specifications 8-14. LL 9. Pedestrian Curb may be omitted if the ground surface at the back of the o I Curb Ramp and/or Landing will be at the same elevation as the Curb Ramp or Landing and there will not be material to retain. 3 1O CONTRACTION JOINT (TYP.) - SEE STANDARD PLAN F-30.10 z FOR CURB RAMP LENGTHS GREATER THAN 8' - 0" PROVIDE w PLAN VIEW CONTRACTION JOINT EQUALLY SPACED 4'- 0" MIN OC. PLAN VIEW Y TYPE PERPENDICULAR A TYPE PERPENDICULAR B LEGEND m DETECTABLE WARNING SURFACE - (SHOWN WITH BUFFER) SEE STANDARD PLAN F45.10 - SLOPE IN EITHER DIRECTION ¢ ❑ 4' - 0" MIN 15' - 0" MAX. (TYP.) GRADE BREAK 1.5 OR FLATTER RECOMMENDED FOR * DESIGN/FORMWORK (2 % MAX.) SLOPE TREATMENT - SEE CONTRACT PLANS SEE NOTE 7 COUNTER SLOPE - 7 OM 7 5%R FLATTER RECOMMENDED FOR * * OC SEE STANDARD PLAN F-30.10 * GRADE BREAK 5.0% MAX. /FORMWORK MAX.) -=_ TOP OF ROADWAY * * * 9.5% OR FLATTER RECOMMENDED FOR DESIGNIFORMWORK (10% MAX.) _ _,,fir• ,n �� _ CEMEN�CONCRETE SECTION OA CEMENT CONCRETE CURB RAMP "TYPE PERPENDICULAR "A" PAY LIMIT - SEE DETECTABLE WARNING SURFACE - SEE STANDARD PLAN F45.10 DEPRESSED CURB AND GUTTER - SEE NOTE 4 CEMENT CONCRETE CURB AND GUTTER - SEE NOTE 4 CURB RADIUS DETAIL O DEPRESSED CURB AND GUTTER - SEE STANDARD PLAN F-10.12 CEMENT CONCRETE CURB RAMP "TYPE PERPENDICULAR "B" PAY LIMIT ISOMETRIC VIEW TYPE PERPENDICULAR A PAY LIMIT ISOMETRIC VIEW TYPE PERPENDICULAR B PAY LIMIT 0 � 9�A Aepr 9TB4�O ` to AL % PERPENDICULAR CURB RAMP STANDARD PLAN F-40.15-03 SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION STATE 0E.-NU. Woshinglen SbN D.porlm.nl of Transponv:ian VAP o-i RECORD DRAWING FF - _T - IT. 4L a 4 pUrrALL TD STREA DllFP ND POLLUTANT TOP 24" 7 OR R EQUAL sFAcEs -DIRECTION OF FLOW SECTION ISOMETRIC PUBLIC WORDS �# =+� ` DEPARTMENT 4 REVISED PER AS -BUILT CONDITIONS 3 CP-03 CP-02 ADDENDUM #2 NO. REVISION BLOT- SEE DETAIL AND NOTE I 1 f" ,- 3F4' 1 1W" BOLT -DOWN SLOT DETAIL SEE NDTIF 1 NOTES 1• Provide two slats In the grate that are verticaly aligned with the hales In the frame. Location of bolt --down slats varies among different manufacturers. 2. Refer to 5tan6ard Specification 9-05.151; 2j for additional requirements. 3• Unless otherwise specified, vaned grates shall be used with standard frame In the travel way, gutter or shoulder. vaned grates shall not be located within crossroads. Use vaned grates along rolled curbs. RECTANGULAR STD. PLAN- 204.0 VANED GRATE MARCE 2008 n ALL TD ST o c� TOP LUTANT NOTES ,. Provide M to slots in the grate that are vergcally aligned with the holes in the frame. Location of bolt -dawn slots varies among different manufacturers. z. Refer to Standard 5pedtication 9-05.15(2) for additional requirements. 3- The thickness of the grate shall not exceed 1 WE'. 4. Unless otherwise specified, vaned grates shal be used Mth standard frame In the travel way, gutter or shoulder. vaned grates shall not be located within Crossroads. Use vaned grates along rolled curbs. ISOMETRIC SLOT - SEE DETAIL ANP NCTE 1 3fS" (9mm) RECESSED LETTEPoNG iff Q, 1 174` BOLT-DO11 4 SLOT DETAIL SEE NOTE t STD. PLAN - 204.40 PUBLIC WORKS RECTANGULAR * + DEPARTMENT HERRINGBONE GRATE MARCH 2008 SA �F W A Sy1 A� 1 9c Q _A (/7 Z t 24661 NA L 3/13/2019 APPROVED FOR CONSTRUCTION SUBJECT TO ERRORS AND OMISSIONS N w C� U z j Z Z w n J x in zw g:M U � O N 00 I I wLd w Q Lo ur Z U Z LO �. LO w LIJ > Y U (0 BY: DATE: BY: DATE: BY: DATE: 0 0 I <O BY: DATE: H SURVEYED: BCE SCALE: VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 CITY OF CONSTRUCTION NOTES AND DETAILS UW MEDICINE - VALLEY MEDICAL CENTER DATE: 03 13 2019 i i fL N O) 0 0 02 13 17 AS DESIGNED: z>: 02/24/17 FIELDBOOK: ZTW T AS RENTON NORTH GARAGE EXPANSION PAGE: Z ZTW 01/30/17 AS DRAWZTW DRAWING NO: ONE INCH DATU MIM Planning/Building/Public Works Dept. 400 SOUTH 43rd STREET RENTON, WASHINGTON 98055 W ZTW 11/04/16 AS CHECKED: AS AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY BY DATE APPR APPROVED: SHEET' F: 24 C6.d m R- 393713