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Home My WebLink AboutT-422902A PORTION OF THE NW 1/4 OF SECTION 19, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., KING COUNTY, WASHINGTON V N T 0 rr I- w f z w UANU OR MOUNTING ON EXISTING METAL POLE OR LUMINAIRE " MIN. T :DGE OF 5/16"11:2-1/2„ GALVANIZED BOLT WITH GALVANIZED WASHERS. METAL NOTES 1. DIMENSIONS FOR THE PARTS USED TO ASSEMBLE THE BASE CONNECTIONS ARE INTENTIONALLY NOT SHOWN. BASE CONNECTIONS ARE PATENTED, MANUFACTURED PRODUCTS THAT ARE IN COMPLIANCE WITH NCHRP 350 CRASH TEST CRITERIA. THE BASE CONNECTION DETAILS ARE SHOWN ON THIS PLAN ONLY TO ILLUSTRATE HOW THE PARTS ARE ASSEMBLED. 2. A 2(IN) POST WITH A 2 1/4" (IN) PSST ANCHOR OR A 2 1/4" (IN) POST WITH A 2 1/2" (IN) PSST ANCHOR MAY BE SUBSTITUTED. SEE CONTRACT PLANS. 3. PERFORATED SQUARE STEEL POST SHALL MEET THE REQUIREMENTS OF WSDOT STANDARD SPECIFICATION 9-06. 4. USE ONLY BASE CONNECTION MANUFACTURER SUPPLIED HARDWARE THAT MEETS THE REQUIREMENTS OF WSDOT STANDARD SPECIFICATIONS 9-06 AND 9-28. EDGE OF TRAVELED / ROADWAY 90' FOR REFLECTORIZED SIGNS: MOUNT FACING Y(degree) OUTWARD IF SIGN IS WITHIN 30 FEET OF ROADWAY SIGN FACE ORIENTATION SIGN POST LOWER SIGN a 5/16" (IN) CORNER BOLT POST SUPPORT OR 3/6�IN) FLANGED SHOULDER BOLT WITH NUT AND WASHERS ti 2 REQUIRED (TYP.) BOLT STOP TOR -SIGN POST TYPE ST-4 SIGN SUPPORT LOWER SIGN POST SUPPORT 2.25" (IN), 7-CAGE, HOT -DIP GALV., IN. HEAVY-DUTY ANCHOR TAM COMMERCIAL CONCRETE MOUNTING ON METAL POST SIGN MOUNTING ON SINGLE PUBLIC WORKS METAL POST �J DEPARTMENT (ADOPTED) \' T LANDING GRADE BREAK - SEE CONTRACT PLANS - 4- Q" MIN. CEMENT CONCRETE SIDEWALK - SEE NOTES FLARE (TYP.) }, YS!' EXPANSION JOINT (TYP.) - SEE STANDARD PLAN F-30.40 GRADE BREAK CURB_ OR CURB AND GUTTER - -- SEE NOTE 4 FACE OF CURB MEASURED PARALLEL TO CURB (TYP.) SLOPE TREATMENT - SEE STANDARD PLAN F-30.10 STD. PLAN- 129 PROVED: A CURB RAMP WIDTH 4'-T MIN. LANDING TO MATCH CURB RAMP WIDTH -SEE CONTRACT PLANS LANDING I GRADE BREAK CURB RAMP SEE CONTRACT PLANS - CEMENT CONCRETE 4° - O" MIN. SIDEWALK - SEE NOTE 5 I I PROVIDE SMOOTH TRANSMON TO SIDEWALK WIDTFI SEE CONTRACT PLANS - * 4'-B-MIN. 3IT EXPANSION JOINT (TYP.) - SEE = - CURB RAMP STANDARD PLAN F'-30.10 I Jr B' RAISED EDGE DETAIL 1'p S' SIDEWALK LEVEL ._.J 1? F•XTEND SIDEWALK TRANSVERSE 1'-P 1'-P 319' ON) PREMOLDED JOINT FILLER Vl OMR I JOINTSTO INCLUDE RAISED EDGE TYPICAL WHERE APPLICABLE ROU DING 2_1% 1 IF- (IN) R. (TYP.) FOR CURB DETAILS -►•'r, - L SEE STO PLAN 101 1" ON) R � 7 •'r 1� •r' a v STH'I. DWAY ,7,•� _._ - ._ i. CRUSNEDROCK C T SEE RAISED EDGE - 1'•0" SIDEWALK DETAIL - THIS SHE L7YPICAL UNDER • (,RUSHED SURFACING TOP COURSE ALLC MIN. SIDEWNX OMPACT TO 95% MODIFIED PROCTOR SLOPES WITH RAISED EDGE (UNLESS REQUIREMENT WANED BY 112- (IN) R (TYP.) ENGINEER) TYPICAL UNDER ALL CURB, GUTTER 6 SIDEWALIL CSTC UNDER -�.0% j FOR CURB DETAILS CURBd GUTTER TO8E6'THICIOJESS OR t5% SEE STD PLAN 101 MATCH EXISTING ROADWAY CRUSHED ROCK 1� OR BASE, WHICHEVER IS GREATER C". FOR gfN3 - ••• ALL CURB& GUTTER). ,mow 1 FINISHED GRADE I-(IN)eELOW ' sloEwaLK TOP OF CONCRETE SURFACE ADJACENT TO CURB 1, o• 1, a MIN. ROU DING 12' (IN) R. (TYP.) 1 FOR CURB DETAILS _2.0% tS% SEE STO PLAN 101 NA s� BRIDGE OR PEDESTRIAN �` --_._.-. R •fv•°' RAILING FOR CURB DETAILS ADJACENT TO CURB BARRIER -SEE SIDEWALK SEE STD PLAN IDI. (STEEP FILLSLOPES) CONTRACT PLANS ,r---WALL OR BARRIER ' 11T (IN) R. (TYP.) J I SIDEWALK FLUSH 15% { ••j TIr N)R VERTICAL WALL - 7 SEE DETAIL - - : ►' 3' (IN)PREMOLDED J JOINT FILLER ADJACENT TO CURB AND RAILING OR WALL s• OM PREMOLDED JOINT FILLER FOR SIDE BUFFER STRIP �NT SIDEWALK SIDEWALK ADJACENT TO WALL DETAIL SIDEWALK (SEE NOTE 10) SECTIONS R,� (IN) R 1 5% FOR CURB DETAILS 1.5% MIN. _ SEE STD PLAN 101 1 ,• �\ , , 2 ' BROOMED FINISH MATCH EXISTING "• Jr, 0' 4' WIDE. SMOOTH TROWELED PERIMETER FINISHED GRADE 1' (IN) BELOW TOP OFCONCRETE SURFACE FOR PLANTING - FLUSH IF PAVED t0'.0 6" 6, CEMENT CONCRETE CURB ADJACENT TO BUFFER STRIP O (CURB AND GUTTER SHOWN) \\ \ FOR CURB DETAILS ' 5,0 \� SEE STD PLAN 101 i z I7a' TO v4- NOTES �'�- - 5 t 1. Four feet of the sidewalk width shall �� CONTRACTION JOINT be the minimum pBdeslr)an IN SIDEWALK ONLY ' r r•j R '• accessible route (PN� free of vertical , ► • o . and horizontal obstructions. Gratings, ►' •' .'• Amass Covers, Junction Boxes, FULL -DEPTH EXPANSION JOINT IN BOTH ' Cable Vaults, Pull Boxes and other CURB AND SIDEWALK (SEE STO PLAN 101.1) appurtenances within the sidewalk `r �F�y ye• C CONTRACTION JOINT must be flush with surface, and match grade of the sidewalk. JOINT AND FINISH DETAIL 7 2. Monolithic Cement Concrete Curb and Sidewalk Is not permitted In new For other referenced NOTES see construction. When replacement work STD PLAN 104.2. necessitates a Monolithic Cement j Concrete Curb build per WSDOT PREMOLDE Standard Plan F-30.10-03. Paved surfaces must Comply WJOINT FILLERith E FULL -DEPTH 3. Concrete to be 4,000 PSI. STD PLAN 102.1 as applicable. EXPANSION JOINT PUBLIC WORKS CEMENT CONCRETE STD. PLAN - 102 DEPARTMENT SIDEWALK • � i.' '" ! rG:° is 1? NOTES A CURB RAMP "DTIH 4" - O" MIN, 1. At marked crosswalks, the connection between the curb ramp and the road - WIDTHC TO MATCH CURB RAMP Way must he contained within the Width of the Crosswalk markings WIDTH -SEE CONTRACT PLANS Y 9 I 2, Where "GRADE BREAK°' is called out, the entire length of the grade break GRADE BREAK hetween the two adjacent surface planes shall he flush- 3, Do not place Gratings, Junction Boxes, Access Covers, or other appurten- ances on any part of the Curb Ramp or Landing, or in front of the Curb Ramp where it connects to the roadway. 2'-D• MIN. BEE CONTRACT 4. See Contract Plans for the curb design specified. See Standard Plan { PLANS - 4' - D" MIN. F-10.12 for Curb. Curio and Gutter, Depressed Curb and Gutter, and BUFFER WIDTH -- MATCH Pedestrian Curb details. TO CURB RAMP DEPTH {TYP-} 5, See Standard Plain F-30.10 for Cement Concrete Sidewalk Details See U. Contract Plans for Width and placement of sidewalk_ GRADE v, BREAK TRANSITION TO SIDEWALK BUFFER, IF 'I• 1. 6, The Bid Item "Cement Concrete Curb Ramp Type does nut include the 1. PRESENT, OR TO BACK OF CURB VYPJ - adjacent Curb, Curt} and Gutter, Depressed Curb and Gutter, Pedestrian SEE CONTRACT PLANS Curb, or Sidewalks, 7. The Curti Ramp length is not required to exceed 15 feet (unless shown -- - CURB. OR CURB DEMENT CONCRETE otherwise in the Contract Plans)_ Nfien applying the 15-foot max. length: - PEDESTRIAN CURB - - AND Gurr>=R -- -, the running slope of the CurbRamp is allowed to eXGeed 8.3%D. Use a DMIGTARLE WARNING SURFACE • SEE NOTE 4 B I SEE NOTE 4 single constant slope from bottom of ramp to top of ramp tc match into 1 SEE STANDARD PLAN F"48.10 DETECTABLE WARNING SURFACE - the landing over a horizontal distance of 15 feet Do not include the FACE OF CURB SEE STANDARD PLAN F-411.10 abutting landing in the 15-foot max. measurement, DEPRESSED CURB AND GUTTER - (t DEPRESSED CURB AND GUTTER 8, Curb Ramps and Landings shall receive a broom Finish. See Standard CROSSWALK, SEE NOTE 4 CROSSWALK Specilficalions 8•14. LL 9, Pedestrian Curb may be omitted if the ground surface at the back of the Curb Ramp and/or Landing will be at the same elevation as the Curb CONTRACTION JOINT {TYP) -SEE STANDARD PLAN F-3010 Ramp or Landing and there will not he material to retain. 1 FOR CURB RAMP LENGTHS GREATER THAN 8' -W PROVIDE PLAN VIEW CONTRACTION JOINT EQUALLY SPACED W - 0' MIN. OC FLAN VIEW TYPE PERPENDICULAR TYPE PERPENDICULAR S LANDING CEMENT CONCRETE PEDESTRIAN CURB - SEE NOTE 4 DETECTABLE WARNING SURFACE - (SHOWN WITH BUFFER) SEE STANDARD PLAN F-45.10 4 - O• MIN. 16 - (r MAX. (TYP.) GRADE BREAK SEE CONTRACT PLANS SEE NOTE 7 COUNTER SLOPE - GRADE BREAK � 5.0% MAX TOP OF ROADWAY A 1 P P CURB RAMP 91- DEPRESSED CURB AND GUTTER - SEE STANDARD PLAN F-10.12 SECTION (A) CEMENT CONCRETE CURB RAMP "TYPE PERPENDICULAR "A' PAY LIMIT- SEE _ DETECTABLE WARNING SURFACE - SEE STANDARD- PLAN F41I 3" R. TYP. - DEPRESSED CURB AND GUTTER - SEE NOTE 4 CEMENT CONCRETE CURB AND GUTTER- SEE NOTE 4 CURB RADIUS DETAIL (B ) CEMENT CONCRETE CURB RAMP "TYPE PERPENDICULAR "B' PAY LIMIT (LEGEND SLOPE IN EITHER DIRECTION 1.5%OR FLATTER RECOMMENDED FOR DESIONWO RMWORK (2% MAX.) * 7.5% OR FLATTER RECOMMENDED FOR DESIGNIFORMWORK (8.3% MAX.) 9.5% OR FLATTER RECOMMENDED FQR ' DESIGNIFORMW0RK(1U0A MAX.) ISOMETRIC VIEW ISOMETRIC VIEW TYPE PERPENDICULAR A PAY LIMIT TYPE PERPENDICULAR B PAY LIMIT • Call 811 • m two business days before you dig NO. pp Sg �O aesaa fl �� 8 -'018TS X/ONAL r k DlgitalN sigr,ea by R. Sc*" Zeller • 1,-ADa1= z62005.izs+r,f s7Iw,., PERPENDICULAR CURD RAMP STANDARD PLAN P-40.15-04 SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION Date: 2020.09.25 14:44:37-07'00' STATE ❑ESION EN IINEER TOP Woshinglan $$.be U.partmmlOf T1"06rlci6d REVISION FACE OF CUlIli 6 12'_- 512" 1" 1/2" R. - - _ 1" Rr 1.24 L I TOP OF • 1/2" R. ROADWAY I 11-61 T CEMENT CONCRETE TRAFFIC CURB AND GUTTER FACE OF ADJACENT CURB 6 Irr --- FLUSH WITH GUTTER PAN AT SIDEWALK RAMP ENTRANCE 112 1:24 TOP OF 12" R. ROADWAY 1 - L io 1 y V-6' DEPRESSED CURB SECTION AT SIDEWALK RAMPS PREMOLDED JOINT FILLER E FULL -DEPTH EXPANSION JOINT 6' CEMENT CONCRETE 1/2" R. - 1'R. SIDEWALK RAMP VARIES OR LANDING FROM ; 2 6"TOO 1 6" 1 3!B" PREMOLDED JOINT FILLER CEMENT CONCRETE PEDESTRIAN CURB AT SIDEWALK RAMPS AND LANDINGS FACE OF ADJACENT CURB _ 6 12'�' SEE DEPRESSED CURB DETAIL THIS SHEET 1:24 TOP OF )^ 12"R. ROADWAY I V-6' DEPRESSED CURB SECTION AT RESIDENTIAL DRIVEWAYS ONLY. FOR COMMERCIAL DRIVEWAYS SEE STD PLAN 104.2 FACE OF CURB FACE OF ADJACENT CURB GUTTER SURFACE 6 1/2' _ 5 12" 1" 12" R. L k • � TOP OF ROADWAY I A 1 8 114" CEMENT CONCRETE TRAFFIC CURB DEPRESSED CURB DETAIL AT RESIDENTIAL OR COMMERCIAL DRIVEWAYS, AND ALLEYS GENERAL NOTES: 1. See standard plans 1 D2 and 101.1 for curb expansion and contraction joint spacing. 2. Expansion joint shall be full depth, 3/6" (in.) premolded joint filler. 3. For Depressed Monolithic Driveway Curb 8 Gutter Section, see Standard Plan 104.2 STD. PLAN - 101 • PUBLIC WORKS CEMENT CONCRETE CURBS :. DEPARTMENT DocuSign Envelope ID: 9D9BODA8-0385-4664-AE66-57BFF1561D7F O p O p O p 12" X 18" R7-2 NO PARKING (SYMBOL) LEFTIDOUBLE/RIGHT ARROW, TOW AWAY SIGN WITHIN t✓ 12" X 24" R7-2 NO PARKING (SYMBOL) WITHIN ## FEET, TOW AWAY SIGN 'I Z LL O L w I.- 45 so NO PARKING SIGN ORIENTATION DETAIL NOTES: 1. NO PARKING SIGNS SHALL FOLLOW THE LATEST EDITION OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. 2. NO PARKING SIGNS SHALL BE COVERED WITH UV PROTECTIVE FILM, AVERY OL100 OR APPROVED EQUAL. 3. NO PARKING SIGNS SHALL BE INSTALLED ON METAL POSTS PER STD. PLAN 129. 4. NO PARKING SIGNS SHALL BE ORIENTED 45 DEGREES TO DIRECTION OF TRAFFIC, SEE DETAIL, THIS SHEET. 5. FOR DOWNTOWN, BACK OF NO PARKING SIGNS AND MOUNTING HARDWARE SHALL BE BLACK. **0" NO PARKING SIGN DETAILS STD. PLAN- 136 PUBLIC WORKS EEI20VED: DEPARTMENT MartinPastucha 712712022 DATE :44 1 sitts&hill -j,D C. O , O` pF WASI�� CIVIL I STRUCTURAL I SURVEY 4 /C4 C 4815 CENTER STREET I TACOMA, WA. 98409 r 1 V PHONE: (253) 474-9449 I FAX: (253) 474-0153 r ` http://www.sittshill.com/ 46449 Project No.: 19480 Project Mgr.: DCD SS�OrIAI £.4 Proj. Engineer: DKM/RJJ Proj. Drafter: KLK/DKM T-422902 R-422913 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERINGn.77 NJanders 05/08/2023 SURVEYED: SCALE: AS NOTED VERTICAL: NAVD 198E HORIZONTAL: NAD 1983/1991 DATUM • � r)- C T Y OF • RENTON Plan ning/Building/Public Works Dept. BROTHERTON BUICK-ISMC - RENTON SITE/PAVING DETAILS (PUBLIC) DATE: DESIGNED: DKM/RJJ FIELDBOOK: PAGE: DRAWN: KLK/DKM ONE INCH DRAWING NO: C2.4B CHECKED:DCD AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY DATE AP P R APPROVEDCD SHEET: 13OF:n - N T O O N rS' La J N T O O O N Q D J L J O co O N N 01 u