Loading...
HomeMy WebLinkAboutR-3980131'-01 1'-0'-- SEE CONTRACTI ROU PING 20"° 1) 1?pM R. (TYP.I CURB NOT INCLUDED IN BID ITEM - IN) SEE RAISED EDGE " 3'S' IIW PREMOLORJ.EREG .. J•� r-0' SIDEWALK DETAIL - THIS SHEET J.,NTF SLLCUT :QN, (SEECONTRACTI SL`PES 1rz• DN) R. (rvP.l WITH RAISED EDGE 1 1sXURSNOTINNGTrN auDEDmeIomEM- NOR�� _ bH�.Ft6TL .. .. F 3.e (INI PREMOLOEO ,,> FINISHED GRADE 1- IN) BELOW JOINT FILLER - TOP OFCONCRETE SURFACE 7-C' SIDEWALK ADJACENT TO CURB 1' D' 1' 0' MR. (SEE CONTRACT) RnU nING Irz"t"R(IYP.) _2.0'n 1 5%__� % CURB NOT INCLUDED IN BID rtEM - 1, ` are ItN '� BRIDGE OR PEDESTRIAN PRNT FILLER - WALL OR BARRIER RAILING JOINT FILLER ADJACENT TO CURB BARNIER-BEE SIDEWALK (STEEP FI.L SLOPESI COWRACT PLANS (BEE CO WRACTI WALL OR BARRIEf J I H2- QN1 R. (TYP.I FLUSH J I 15% CURB NOT INCLUDED IN BID ITEM- SIDEWALK rr,ir. v. s T-t' Irr VERTICAL WALL- 1'e'tlM) PREMOLDED SEE DETAIL JOINT FLLLER(TYP.I •'� ADJACENT TO CURB AND RAILING OR WALL 3T (IN) PREMOLOE0 JOINT FILLER SIDEWALK BUFFERSTRIP (SEE CONTRACT) fSEE NOTE1101 1a- IINI R. SIDEWALK ADJACENT TO WALL DETAIL V (TYPA CURBNOTINCLUDEDeIBIDrTEM- ' �S.u-:i'w�5r•�:i LEVEL 112-IINI R. �7I FINISHED GRADE 1- pN) BELOW TOP OF CONCRETE SURFACE FOR PLATING - FLUSH IF PAVED e ADJACENT TO BUFFER STRIP 0"� 1-RM R. ,!►•rr•'.e BROONIC-0FINISH ' , �' • 4'WIDE SMOOTH aA A'•u TROWELED PEFOMETER ABED EDGE DETAIL t` • E%TEND SIDEWALK TRANSVERSE 0" JONTS TO INCLUDE RAISED EDGE CEMENT CONCRETE CURB ,�- ICURS AND GUTTER SHOWN] NOT INCLUDED IN BID ITEM For NOTES see STD PLAN 104.2. j Paved surfaces must comply with STD PLAN 102.1 as applicable. 3IS' � 11B'T01N' CO W RACTION JOINT IN SIDE WALK ONLY ee ' _ EXPANSION JOINT IN BOTH .•B �'e ?, TO'�' .•� �Br0'e CURB AND SIDEWALK (SEE STD PIAN 101U JOINT AND FINISH PREMOI E JOINT FILLLERR DETAIL -:X) EXPANSION JOINT ©CONTRACTION JOINT Y PUBLIC WORKS CEMENT CONCRETE M. PLAN - 102 DEPARTMENT SIDEWALK PPRO rED: TE OEM. CONC. SIDEWALK NTS Gregg Zimmerman, Public Works Administrator LANE LINE MARKING 7, 8„ STANDARD VEHICLE WHEEL PATH - MIN. 1'- MIN. 2" CLASS 'B' 2" SAWCUT AND REMOVE OR GRIND, SEAL WITH AR4000W - 4.5' 3' MIN. MIN. 1' ACP CLASS* MIN. 6" CRUSHED SURFACING TOP COURSE EDGE OF PAVEMENT, - EDGE OF CURB & GUTTER, OR CENTER OF LANE LINE J\ 2.5' MIN. CRUSHED ROCK, FLOWABLE FILL OR AS REQUIRED BY ENGINEER *MINIMUM ACP CLASS 'E' or 'B' SHALL BE: PRINCIPAL/MINOR/COLLECTOR ARTERIAL STREETS & INDUSTRIAL ACCESS STREETS - 6" ACP CLASS 'E' or 'B'. RESIDENTIAL ACCESS STREETS - 2" ACP CLASS 'E' or 'B'. NOTE: UPON REQUEST OF ENGINEER, NEW ROADWAY PAVEMENT SECTION MAY BE DESIGNED USING AN APPROVED METHOD FOR TYPICAL LONGITUDINAL PATCH AND OVERLAY DETERMINING PAVEMENT THICKNESS. FOR FLEXIBLE PAVEMENT Gt�Y o� ADOPTED CITY OF RENTON .. STANDARD PLANS LIT DATE: 02/05 02 ZOOS MODIFlED NOTES My DC 07 2004 1 MODIFlED NOTES Dcv Gz DATE REVISION BY PPR D DWG. NAME: H032 SP PAGE: H032 PAVEMENT RESTORATION (LONGITUDINAL) NTS cotc,"ra ENGINEERING PLLC 321 3rd Ave South, Suite 307 Seattle, Washington 98104 ph 206.596.7115 coterraengineering.com p A CURB RAMP WIDTH 4' - 0" MIN. LANDING TO MATCH o CURB RAMP WIDTH -• SEE CONTRACT PLANS of w i I LL LANDING GRADE BREAK LANDING to GRADE BREAK SEE CONTRACT PLANS - CURB RAMP I 4' - 0" MIN. CEMENT CONCRETE SIDEWALK - SEE CONTRACT PLANS - I SEE NOTE 5 4'- 0" MIN. PROVIDE SMOOTH CEMENT CONCRETE TRANSITION TO SIDEWALK SIDEWALK-' SEE NOTE 5 I WIDTH (TYP.) SEE CONTRACT PLANS- 2.0 I MAX. 4, _ 0"� IN. FLARE (TYP.) 3/8" EXPANSION JOINT (TYP.) - SEE , 3/8" EXPANSION I CURB RAMP STANDARD PLAN F-30.10 JOINT (TYP.) - SEE STANDARD PLAN F-30.10 GRADE V11 BREAK I TRANSITION TO SIDEWALK BUFFER, IF GRADE BREAK PRESENT, OR TO BACK OF CURB (TYP.) -• - _ 10.046 °'0°'E'pppp°0°° SEE CONTRACT PLANS , , - MAX. iiiiiiiiiiEii' •iiii 10.oMo MAX.MAX v„ CURB, OR CURB AND GUTTER - CURB, OR CURB SEE NOTE 4 AND GUTTER - DETECTABLE WARNING SURFACE - SEE NOTE 4 D SEE STANDARD PLAN F-46.10 FACE OF CURB FACE OF CURB MEASURED PARALLEL DEPRESSED CURB AND GUTTER •- TO CURB (TYP.) CROSSWALK SEE NOTE 4 PLAN VIEW TYPE PERPENDICULAR A DETECTABLE WARNING SURFACE - SEE STANDARD PLAN F-45.10 4'- 0" MIN. 15 - 0" MAX. SEE CONTRACT PLANS SEE NOTE 7 GRADE BREAK 2.0% MAX. 8.3% MAX. LANDING CURB RAMP 'v SLOPE TREATMENT - SEE STANDARD PLAN F-30.10 SECTION O CURB RAMP W/ WINGS NTS NOTES ��^ J CURB RAMP WIDTH 4'- 0" MIN. 1. Provide a Separate Curb Ramp for each marked Or unmarked crosswalk. LANDING TO MATCH CURB RAMP WIDTH -SEE CONTRACT PLANS Curb Ramp location shall be placed within the width of the associated crosswalk or as shown in the Contract Plans. GRADE BREAK 2. Where "GRADE BREAK" is Called out, the entire length of the grade break between the two adjacent surface planes shall be flush. 3. Do not place Gratings, Junction Boxes, Access Covers, or other appurte- nances in front of the Curb Ramp or on any part of the Curb Ramp or SEE CONTRACT PLANS - Landing. MIN. 4 - 0" MIN. 2.01d MAX. 4. See the Contract Plans for the curb design specified. See Standard Plan BUFFER WIDTH - MATCH TO F-10.12 for Curb. Curb and Gutter, Depressed Curb and Gutter, and V., CURB RAMP DEPTH (TYP.) Pedestrian Curb details. 1 ar, 5. See Standard Plan F-30.10 for Cement Concrete Sidewalk details. \i See Contract Plans for width and placement of sidewalk. 6. The Bid Item "Cement Concrete Curb Ramp Type _" does not include the adjacent Curb. Curb and Gutter, Depressed Curb and Gutter, / Pedestrian Curb, or Sidewalk. CEMENT CONCRETE PEDESTRIAN cuRe - 7. The Curb Ramp maximum running slope shall not require the ramp length I SEE NOTE 4 to exceed 15-feet to avoid chasing the slope indefinitely when connecting DETECTABLE WARNING SURFACE - to steep grades. When applying the 15-foot maximum length, the running SEE STANDARD PLAN F-45.10 slope of the Curb Ramp shall as flat as feasible. DEPRESSED CURB AND GUTTER 8. Curb Ramp, Landing, and Flares shall receive broom finish. See CROSSWALK Standard Specifications 8-14. PLAN VIEW TYPE PERPENDICULAR B (SHOWN WITH BUFFER) CEMENT CONCRETE PEDESTRIAN CURB -- GRADE BREAK SEE NOTE 4 COUNTER SLOPE - 5.0% MAX. TOP OF ROADWAY DEPRESSED CURB AND GUTTER - SEE STANDARD PLAN F-10.12 CEMENT CONCRETE CURB RAMP "TYPE MIT - ISOMETRIC VIEW TYPE PERPENDICULAR A PAY LIMIT IN AREAS OF NEW PAVING, INSTALL PAVEMENT PER PAVING PLAN EX PAVING SUITABLE NATIVE OR GRAVEL BORROW COMPACTED IN 8" MAX LIFTS TO 95% DENSITY ON PRIVATE PROPERTY CRUSHED SURFACING PER WSDOT 9-03.9(3) OR BANK RUN GRAVEL PER WSDOT 9-03.19, IN ROADWAYS AND PUBLIC ROW GRAVEL BACKFILL FOR PIPE ZONE BEDDING PER SECTION 9-03.12 (3), OF THE WSDOT STANDARD SPECIFICATIONS, COMPACTED TO 95% DENSITY 6" MIN. 4" MIN. WIDTH=1.5 x PIPE DIA + 18"MIN FOR 6" W=27"MIN 8" W=30"MIN 12"W=36"MIN FLEXIBLE PIPE LEGEND SLOPE IN EITHER DIRECTION DETECTABLE WARNING SURFACE - SEE STANDARD PLAN F45.10 3" R TYP. DEPRESSED CURB AND GUTTER - SEE NOTE 4 8 CEMENT CONCRETE CURB Q P.'T RICE AND GUTTER - SEE NOTE 4 4Q OT pASc. 8s. n n CURB RADIUS DETAIL O rat ko PB ISOMETRIC VIEW TYPE PERPENDICULAR B PAY LIMIT 'o C' 00 ,Q 34363 �U� s� �0ISTV, �"ONAL ECG $k$. OHIZ €m��8 PERPENDICULAR CURB RAMP STANDARD PLAN F-40.15-02 SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION Pasco Bakodch M 6/20113 STATE DESIGN ENGINEER GATE wasbin9ron Sole Department of Transportation IN AREAS OF NEW PAVING, INSTALL PAVEMENT PER PAVING PLAN RESTORE LANDSCAPE EX PAVING %" MINUS CRUSHED ROCK - COMPACTED TO 95% DENSITY MINUS CRUSHED ROCK COMPACTED TO 95% DENSITY PAVEMENT RESTORATION (TRANSVERSE) /I 1 NTS 6" MIN. 4" MIN. WIDTH =1.5 x PIPE DIA + 18"MIN FOR 6" W=27"MIN 8" W=30"MIN 12"W=36"MIN RIGID PIPE RESTORE LANDSCAPE \\ Cimils of pipe / ompaction -I II O.IS O.D. min. ]anus of pima ompacuon Q 0.65 O.0. min. gravel backfill Dravdetl-fllfar for pipe bedding fountla0ons when specifietl A. Metal and Concrete Pipe T max 0.15 rise min. climils of pipe ompadlon �65 rise min. gravel backfill9ravel backfill for forpipebedding fountlelions when specified B. Pipe - Arch Installation Rigid Pipe NOTES: 1. Pipe compaction limits shown on this plan are for pipe construction In an embankment. For pipe construction in a trench, the horizontal limits of the pipe compaction zone shall be the walls of the trench. 2. All steel and aluminum pipe and pipe -arches shall be installed In accordance with design A. 3. Concrete pipe with elliptical reinforcement shall be Installed In accordance with design A. 4. Concrete pipe, plain or with circular reinforcement, shall be installed with design A. 5. O.D. is equal to the outside diameter of a pipe or the outside span of pipe -arch. The dimensions shown as O.D. with 3' maximum shall be O.D. until O.D. equals 3', at which point 3' shall be used. " T-0" for diameters 12" through 42" and spans through 50". T-O" for diameters greater than 42" and spans greater than 50". IN COMPLIANCE WITH CITY OF RENTON STANDARDS SURFACE WATER UTILIT rstraka 06/20/2017Y } DEVELOPMENT ENGINEERING Brianne Bannwarth 06/22/2017 ' W (see note 6) limit of pipe zone bedding material for flexible pipe I. note 6) m O.D. foundation level $ A = W min. 27" I.D. and under 6' min., over 27' I.D. Bedding for Flexible Pipe Flexible Pipe NOTES: 1. Provide uniform support under barrels. 2. an tamp under haunches. 3. Compact bedding material to 95% max. density; directly over pipe, hand tamp only. 4. See "Excavation and Preparation of Trench" in sanitary sewers section of the standard WSDOTIAPWA specifications for trench width "W" and trenching options. The pipe zone will he the actual trench width. The minimum concrete width shall be 1 I.D. = 18". 5. Trench backfill shall conform to "Backfilling Sewer Trenches" in the sanitary sewers section of the WSDOT/APWA standard specifications, except that rocks or lumps larger than 1" per fool of pipe diameter shall not be used in the backfill material. 6. See "Bedding Material for Flexible Pipe" In aggregates section of the WSDOTIAPWA standard specifications for the material specifications. ILLLLd Backfill material placed in 0.5' loose layers and compacted to 95% maximum density. EMMethod B or C compaction (WSDOT/APWA) standard specifications.) Pipe Size Min. dist. between barrels circular pipe cone., LCPE, CMP (diameter) 12" to 24" 12" 30" to 96" diam. / 2 102" to 180" 48" pipe - arch metal only (span) 18" to 36" 1 12" 43" to 142" span / 3 148" to 199" 48" Y STD. PLAN - 220.00 A� PUBLIC WORKS PIPE COMPACTION p�R$ DEPARTMENT DESIGN AND BACKFILL �'NTO MARCH 2O08 5 TYPICAL TRENCH SECTION /6-N PIPE COMPACTION AND BACKFILL C13 NTS C13 NTS CONSTRUCTION PERMIT SUBMITTAL SURVEYED: SCALE. VERTDATE: a_ f HORIZONTAL NAD 1983/1991 q 3/29/ 17 DESIGNED: 7 SHARED DRIVEWAYS Me 3 29 17 PA MB _ 1 O •• CITY OF L I M E L I T E SHORT PLAT FlELDBOOK: 6 CITY COMMENTS MB 9 os 16 PA RENTON 16204 114TH AVE SE, RENTON, WA 98055 ML PAGE: 5 CITY COMMENTS MB 8 15 16 PA °�W"' Me DRAWING NO: 4 CITY COMMENTS MB 7 07 16 PA CHECKED: ONE INCH DATUM PA AT FULL SCALE Planning/Building/Public Works Dept. CML DETAILS C13 IF NOT ONE INCH NO. REVISION BY DATE A P P R APPROVED: SCALE ACCORDINGLY SHEET: OF: R-398013