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HomeMy WebLinkAboutR-412722FACE OF CURB 6 1l2" - 5 1/2" 1" 12"R. - _ 1"R. 1:24 1 1 TOP OF 12"R. ROADWAY f T � 1 r V-6" ` CEMENT CONCRETE TRAFFIC CURB AND GUTTER FACE OF ADJACENT CURB - 6 12"-- FLUSH WITH GUTTER PAN AT SIDEWALK RAMP ENTRANCE 1:12 124 TOP OF 12'R. ROADWAY I iD f �I _ 1 6• DEPRESSED CURB SECTION AT SIDEWALK RAMPS 3/8" _ 6" _ CEMENT CONCRETE 12" R. 1• R SIDEWALK RAMP VARIES OR LANDING FROM i 6"TOO 6" 1 3/B' PREMOLDED JOINT FILLER CEMENT CONCRETE PEDESTRIAN CURB AT SIDEWALK RAMPS AND LANDINGS FACE OF ADJACENT CURB 612 _ SEE DEPRESSED CURB DETAIL THIS SHEET 1:24 TOP OF 12' R. ROADWAY z" } 1 1 ro 1 V-6" DEPRESSED CURB SECTION AT RESIDENTIAL DRIVEWAYS ONLY. FOR COMMERCIAL DRIVEWAYS SEE STD PLAN 104.2 FACE OF CURB - 6 12"- s 12" 1' 11 FACE OF ADJACENT CURB 1 TOP OF ROAD AYAY • • � :r •,� • • GUTTER SURFACE T 7 PREMOLE JOINT FILLER / E FULL -DEPTH IL_ EXPANSION JOINT I 1" R. 8 1/4- - 1" R. CEMENT CONCRETE TRAFFIC CURB DEPRESSED CURB DETAIL AT RESIDENTIAL OR COMMERCIAL DRIVEWAYS, AND ALLEYS GENERAL NOTES: 1. See standard plans 102 and 101.1 for curb expansion and contraction joint spacing. 2. Expansion joint shall be full depth, 3/8" (In.) premolded joint filler. 3- For Depressed Monolithic Driveway Curb & Gutter Section, see Standard Plan 104.2 s PUBLIC WORKS STD. PLAN - 101 DEPARTMENT CEMENT CONCRETE CURBS CEMENT CONCRETE CURBS /B'R X 5/B'D DUMMY JOINT 1' - I _ L CEMENT CONCRETE • - - .. GURSANOGUT M PLAN VIEW FACEOF - S CURB II� CENTFALI"EOF FRNdE 6 GRATE 6 1 2" 13• 5 1/2! I. (I:OB') BUTTER -NOTDEO MATCHCUURRB ANORATE 10 /2" R. 1' R. IN rtQ SLOPE • D 3' 'n I TOPOF D ••; 11• R. , n o-• D p f; RECESS 1 ROADWAY l J •p,. D, INCURSAiwD�o�eio�auDEn . "• . ', CATCH RUIN - NOT 24GLWED o • • ; D IN CURB AND GUTTER END HEM D o. y SECTION AO GENERAL NOTES: -1 1. The Intent of this daI is to f c1litate the removal ; of a catch basin with minimal dhitutbenoe of the curb. 2- The expansion joints of the adjacent sidewalk shall be -adjusted to be In - fine with these curb -' expansion joints. ; j.' I =1 r ISOF,ET�21C VIEW SM. PLAN - IMA CEMENT CONCRETE CURB PRO D: • PUBLIC WORKS INSTALLATION AT DEPARTMENT CATCH BASINS DA CURB INSTALLATION AT CATCH BASINS NTS Z.01 NTS DocuSign Envelope ID: 6EECF5B6-6D2A-4E4A-B436-A317AA638878 SAW CUT SHALL BE VERTICAL AND IN STRAIGHT LINES SEE WSDOT STANDARD J S SPECIFICATION 5-01.3(6) AND NOTES BELOWEXISTING COMPACTED BASFSIDE OF TRENCH CSTC. BANK RUN GRAVEL. FOR TRENCH BACKFILL (9-03 9(3)), GRAVEL BORROW (9-03.14(1)) PER WSOOT STANDARD SPECIFICATIONS OR NATIVE MATERILA IF APPROVED IN WRITING BY ENGINEER BASED ON GEOTECH REPORT, COMPACTED TO 95% MODIFIED PROCTOR. PORTLAND CEMENT CONCRETE (PCC) SHALL MEET THE MATERIAL AND CONSTRUCTION REQUIREMENTS OF WSDOT STANDARD SPECIFICATION 5-05 SAW CUT SHALL BE VERTICAL AND IN STRAIGHT LINES EXISTING CONCRETE PAVEMENT SEE NOTES BELOW 6" MIN, SIDE OF TRENCH COMPACTED CRUSHED SURFACING TOP COURSE. PANEL REPLACEMENT DETERMINATION NOTES: FULL CEMENT CONCRETE PANEL REPLACEMENT: 1. rRaysvERSE Gwrs FOR CEMENT CONCRETE SURFACE STREETS, THE 1-1/2' DIAM. X 18" C 12" DOWEL BARS MINIMUM RESTORATION SHALL BE FULL PANEL ON CENTER MEETING WSDOT STANDARD SPECIFICATION 9-07.5. REPLACEMENT, IF ONE OR MORE OF THE FOLLOWING CONDITIONS EXIST: 2 O aAT DINAL JOINTS p5 TIE BARS X 30" 0 36" ON CENTER CONDITIONS ADQjj]ONAL REQUIREMENTS ALL BUS ROUTES ALL INTERSECTIONS PLUS ONE PANEL BEYOND THE CURB RETURN 40% OR GREATER OF EXISTING PANEL REMOVAL EXCELLENT CONDITION (BASED ON VISUAL AND/OR NON -DESTRUCTION TESTING PRINCIPAL, MINOR, COLLECTOR ARTERIALS AND ALL STREETS IN COD WITHOUT BUS ROUTES MEETING WSDOT STANDARD SPECIFICATION 9-07.6. 3. WHEN THE PCC PANEL IS LESS THAN B" IN THICKNESS #5 TIE BARS X 30- SHALL BE USED. FOR TRANSVERSE JOINTS TIE BARS SHALL BE ON 36" CENTERS WITH NO LESS THAN 2 BARS PER SIDE ON SMALL REPAIRS OR REPLACEMENT PANELS. 4. TIE BARS AND CORROSION -RESISTANT DOWEL BARS SHALL BE PLACED IN ACCORDANCE WITH WSOOT STANDARD SPECIFICATION 5-05.3(10), 5. DOWELS SHALL NOT BE USED WH N FC C CC PANEL IS LESS THAN 8" IN THICKNESS. 6. NEW PCC PANEL SHALL MATCH THICKNESS OF EXISTING CONCRETE PAVEMENT. 7. FULL PCC PANEL REPLACEMENT 15 NOT REQUIRED WHEN OVERLAID WITH ASPHALT PAVEMENT PUBLIC WORKS TYPICAL PATCH FOR RIGID STD. PLAN - 111 ro DEPARTMENT PAVEMENT WITHOUT ASPHALT kX1,11-^HI r L! CONCRETE OVERLAY IO- TYP PATCH FOR CEM CONCRETE PVMT PERVIOUS CONCRETE/POROUS ASPHALT A B PAVEMENT BASE, SEE NOTE 6 SAND LAYER (IF REQUIRED), SEE NOTE 5 12" MIN. ABOVE SEASONAL HIGH GROUNDWATEROR HYDRAULICALLY SUBGRADE, SEE NOTE 4 RESTRICTIVE LAYER PERVIOUS CONCRETE/POROUS ASPHALT MINIMUM MATERIAL THICKNESS (IN): NOTES: 1. PERMEABLE PAVEMENT THICKNESSES LISTED FOR POROUS ASPHALT INCLUDE WEARING COURSE AND ASPHALT TREATED PERMEABLE BASE (ATPB) WHEN UTILIZED. PERMEABLE ASPHALT TREATED BASE (PATS) SHALL CONFORM TO THE REQUIREMENTS OF APWA GSP 4-SA2. CHOKER COURSE REQUIRED WHEN ATPB IS USED. 2. CRUSHED SURFACING CHOKER COURSE (CSCC) SHALL CONFORM TO THE REQUIREMENTS OF APWA GSP 4-04.2(9-03.9(2)).OPT2. 3. AGGREGATE BASE SHALL CONFORM TO THE REQUIREMENTS OF APWA GSP 4-04.2(9-03,9(2)).OPTI. RUNOFF STORAGE REQUIREMENTS MAY REQUIRE A THICKER AGGREGATE BASE. HYDRAULIC MODELING RESULTS SHOWING THE REQUIRED AGGREGATE BASE THICKNESS FOR STORMWATER CONTROL MUST BE SUBMITTED. 4. PREPARE AND PROTECT SUBGRADE PER APWA GSP 2-06.3(3) SUBGRADE FOR PERMEABLE PAVEMENTS. COMPACT TO A DEPTH OF 6" TO 90%-92 % OF MAXIMUM DENSITY PER WSDOT 2-03.3(14)D. OVERCOMPACTED SUBGRADE SHALL BE SCARIFIED TO 8' MIN. AND RECOMPACTED. S. PERMEABLE PAVEMENT SHALL BE DESIGNED WHERE THE SOIL BENEATH THE BMP MEETS A MINIMUM ORGANIC MATTER CONTENT OF 1.0% AND A MINIMUM CATION EXCHANGE CAPACITY OF 5 MILLIEQUIVALENTS PER 100 GRAMS. A 6 INCH SAND LAYER MUST BE INCLUDED IN THE DESIGN BENEATH THE PERMEABLE PAVEMENT IF THE SOIL DOES NOT MEET THESE PROPERTIES. & PAVEMENT BASE SHALL BE INSTALLED PER APWA GSP 4-04.3(5) SHAPING AND COMPACTION. GENERAL NOTES: 1. REFER TO WSDOT LOCAL AGENCY GENERAL SPECIAL PROVISIONS (GSPs) DIVISIONS 2-9 APWA GSPs, AND WSOOT STANDARD SPECIFICATIONS. 2. POROUS HMA SHALL CONFORM TO REQUIREMENTS OF APWA GSP 5-04. 3. MINIMUM UTILITY SETBACKS AND PROTECTION MEASURES MUST CONFORM TO CURRENT CITY STANDARDS. STD. PLANS 265.00, 265.10, AND 265.20. AND OTHER UTILITY PROVIDER REQUIREMENTS. COORDINATE WITH CITY ENGINEER IN THE EVENT OF UTILITY CROSSINGS OR CONFLICTS. 4. PERMEABLE PAVEMENT SHALL BE DESIGNED OR REVIEWED BY A LICENSED ENGINEERING GEOLOGIST OR GEOTECHNICAL ENGINEER. FOR ALL APPLICATIONS, PAVEMENT DESIGNS MUST BE PREPARED BY AN ENGINEER LICENSED IN WASHINGTON STATE. 5. ACCEPTANCE TESTING FOR SIDEWALKS, PATHS AND VEHICULAR PAVEMENT LESS THAN 2,000 SF SHALL BE AS FOLLOWS: PAVEMENT SHALL BE PERMEABLE ENOUGH TO ABSORB WATER AT A MINIMUM RATE OF 20 INCHES PER HOUR IMMEDIATELY AFTER SURFACE HAS BEEN WETTED CONTINUOUSLY FOR AT LEAST 10 MINUTES. APPROVAL WITH 5 GALLON BUCKET TEST, WATER TRUCK, OR ASTM C1701 USING A 12-INCH RING SEALED AT THE PAVEMENT SURFACE, 6. ACCEPTANCE TESTING FOR ROADWAYS AND PARKING AREAS OF 2,000 SF OR GREATER SHALL HAVE A MINIMUM INFILTRATION RATE OF 100 IN1HR PER ASTM C1701 AND APWA GSP 5-04.3 AND 5-06.3(6). 7. ROADWAYS. DRIVEWAYS. AND PARKING LOTS SUBJECT TO VEHICLE LOADING SHALL MEET STRUCTURAL REQUIREMENTS OF CITY OF RENTON TRANSPORTATION DEPARTMENT STANDARDS FOR EQUIVALENT NON -PERMEABLE PAVEMENT TYPES. B. FOR PERMEABLE PAVEMENT INSTALLATIONS ON SLOPES GREATER THAN 5%, CHECK DAMS AREA REQUIRED PER STD. PLAN 261.2D. 9, SEE CONSTRUCTION PLANS FOR SPECIFIC PROJECT REQUIREMENTS. UNLESS OTHFRW ISF NOTED, DRAWING IS NOT TO SCALE (NTS) • PUBLIC WORKS PERMEABLE PAVEMENT MATERIAL STD. PLAN -261.10 _•�Aaveoveo: V1I DEPARTMENT SECTIONS - PERVIOUS CONCRETE AND GAZ 9/28/2018 I VASIV POROUS ASPHALT GATE RESIDENTIAL STREETS AND PEDESTRIAN ALLEYS PERVIOUS POROUS PERVIOUS POROUS LAYER MATERIAL TYPE' CONCRETE ASPHALT CONCRETE ASPHALT (IN) (IN) (IN) (IN) O PERMEABLE PAVEMENT, SEE NOTE 1 8 6 5 4 © CHOKER COURSE, SEE NOTE 2 0 2 0 2 © AGGREGATE BASE, SEE NOTE 3 8 6 6 4 PERMEABLE PAVEMENT SECTIONS NTS Z.01 NTS coterra ENGINEERING PLLC 321 3rd Ave South, Suite 406 Seattle, Washington 98104 M ph 206.596.7115 Q coterraengineering.com 2 DO REVISION :45 AM Ep nEu dIClU0E5 SpEWAU nAL4 6i (Taff MOTE 5, I (EEE NOTE E1 1D tr OF PAVED ORNEWAY REGUNED TYP W pVA101 Jf]EII(O CE (WE PUN 1E71 CO � SE aFE IYJIE F i m � ENT EAETE :WALx "� 9EE NOTE 1 CEIaEM CglCRETE J RYJP OP IM lv B CURE l CUTTER SLGPE ITYP.I rSEE NOTE ]1 Ya' 00"MUCTx]N pert 0yr-i J TEE ETO. PLAN 1111 PLAN NEW vAwEa 15'EE N0610I " E31: Ma%. Etg1EEITY% i I I CENEtI1 CONCRETE E•EW E'MN DEPn nD=tRaa WT11LR / RpEwAtx 34'EXRMaI0Nl0WTITYPI IDEE 11Di ]; SECTION O ;se! sie.►UN pL 1n Rtnr-� ��Wx WtD1R r,•. DFtEREM:E N SLOPE I.Nx - _ ` -dtlVEWAY W']'_iNE SLOPE 15tOPE SNOWN I dtVEWaY/ .•.E Fpy• DRFIEWAY W REUtTVE NEGATNE ELaGCEiuTEmOPE 80PE- sNowNEz COMM TYPE R 1 B - ISOMETRIC VIEW (RESIDENTIAL. WITH BUFFER) CEMENT CONCRETE CURB A GUTTER IEEE NOTE 3I For NOTES STD PLAN 104.2 G� o� STD. PLAN - 104.3 + PUBLIC WORKS CEMENT CONCRETE DRIVEWAY 111APPRGIVED. DEPARTMENT ENTRANCE - TYPE RIB FNTO atE Gregg Zimmerman, Public Works Administrator CEMENT CONCRETE DRIVEWAY - RIB C6,6 NTS DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878 MIN, 4,000 PSI COMPRESSIVE STRENGTH CONCRETE BAND (TYP.) PERMEABLE PAVEMENT SECTION, SEE STD. PLAN 261.10� , rr DEPRESS LANDSCAPING 1' / NEXT TO EDGE TREATMENT 7� APE CONCRETE BAND AT LANDSCAPE PERMEABLE FLUSH EDGES KEY OR EXPANSION JOINT PAVEMENT SECTION, PER DPW APPROVAL (TYP.) SEE STD. PLAN 261.10 TT IMPERMEABLE ' ° PAVEMENT - o A 6' 2" MIN. EMBEDMENT KEY FROM ADJACENT IMPERMEABLE PAVEMENTBASE CONCRETE BAND EMEND TO BOTTOM OF PAVEMENT BASE CONCRETE BAND BETWEEN PAVEMENT NOTES: 1, ALL PERMEABLE PAVEMENT APPLICATIONS SHALL CONFORM TO THE CITY OF RENTON SURFACE WATER DESIGN MANUAL SECTION C.2.7 AND WSDOT LOCAL AGENCY GENERAL SPECIAL PROVISIONS. 2. SEE CONSTRUCTION PLANS FOR SPECIFIC PROJECT REQUIREMENTS. UNLFSS OTHERWISE NOTFD, DRAWING 15 NOT TO SCALE (NTS) STD. PLAN - 261.00 PUBLIC WORKS PERMEABLE PAVEMENT - APPR E": DEPARTMENT EDGE TREATMENTS GAZ 9/28/2018 I vo,k:an„"kvm"r DATE VARIES: 4.5' MIN. `LANE LINE MARKING 2" - 6" HMA (SEE NOTE 2) 1' MIN. /-2" HMA (SEE NOTE 2) AWCUT AND REMOVE OR PLANE, SEAL WITH AR--4000W WIDTH OF TRENCH AS REQUIRED BY SIZE OF0 PROPOSED IMPROVEMENT (SEE WSDOT STANDARD SPECIFICATION 2-09.4) PLUS AN ALLOWANCE FOR ANY SHORING. SHORING, IF NEEDED, SHALL MEET THE REQUIREMENTS OF WSDOT STANDARD SPECIFICATION 7-08.3(1)B TRFNC WIDTH VIV DTH SAWCUT AFTER BACKFILL ' DEPTH OF EXISTING PAVEMENT EDG E OF PAVEMENT, EDGE �!- OF CURB & GUTTER, OR MIN. CENTER OF LANE MARKING �6" CRUSHED SURFACING TOP COURSE (CSTC) (9-03.9(3)) PER WSDOT STANDARD SPECIFCATIDNS, COMPACTED TO 95% MODIFIED PROCTOR CSTC, BANK RUN GRAVEL FOR TRENCH BACKFILL (9-03-19), GRAVEL BORROW (9-03.14(1)) PER WSDOT STANDARD SPECIFICATIONS OR NATIVE MATERIAL IF APPROVED IN WRITING BY ENGINEER BASED ON GEOTECH REPORT, COMPACTED TO 95% MODIFIED PROCTOR. PIPE ZONE BEDDING MATERIAL AND COMPACTION AS REQUIRED BY THE WSDOT STANDARD SPECIFICATIONS FOR THE TYPE OF IMPROVEMENT INSTALLED, EXCEPT: * FOR STORM AND WATER PIPE, PER STD PLAN 220.0 * FOR SANITARY SEWER, PER STD PLAN 405 * FOR JOINT UTILITY TRENCH, SAND WITH 95% PASSING A #4 SIEVE AND LESS THAN 5% PASSING A #200 SIEVE NOTES 1. WHEN EXISTING PAVEMENT IN A LANE REQUIRING A FULL WIDTH REPLACEMENT IS BROKEN OR DETERIORATED TO A PAVEMENT CONDITION INDEX RATING OF 70 OR LESS, THE EXISTING PAVEMENT IN THAT LANE, AND FOR THAT DISTANCE SO CLASSIFIED, SHALL BE REMOVED AND REPLACED WITH HMA MATCHING THE DEPTH USED IN THE EXISTING STREET OR THE DEPTH PER CITY STANDARD, WHICHEVER IS GREATER. 2. PRINCIPAL/ MINOR/COLLECTOR, ARTERIAL, & INDUSTRIAL ACCESS STREETS - MATERIAL AND THICKNESS SHALL BE HMA CL PG 64-22 AND MATCH EXISTING THICKNESS AND IN NO CASE LESS THAN 6". RESIDENTIAL ACCESS STREETS -- HMA CL z' PG 64-22. THE THICKNESS SHALL BE THAT OF THE EXISTING PAVEMENT SECTION AND IN NO CASE LESS THAN 4 3. WHEN THE "SAWCUT AFTER BACKFILL" ENCROACHES INTO AN ADJACENT LANE, CURB & GUTTER OR SHOULDER, THE AFFECTED LANE SHALL BE PLANED AND OVERLAID WITH HMA FULL WIDTH, THE CURB & GUTTER SHALL BE REMOVED AND REPLACED, OR THE SHOULDER SHALL BE PLANED OR REMOVED AND OVERLAID WITH HMA. 4. IF TRENCH UNDERMINES EXISTING SIDEWALK AND/OR CURBS. THEN THE SIDEWALK. AND/OR CURB SHALL BE REPLACED FROM EXPANSION JOINT TO EXPANSION JOINT. 5, IF TRENCHING THROUGH EXISTING DRIVEWAY OR SIDEWALK RAMP, THE DRIVEWAY OR SIDEWALK RAMP SHALL. BE REPLACED TO MEET ADA STANDARDS. TYPICAL LONGITUDINAL PATCH STD. PLAN - 110.1 • PUBLIC WORKS FOR FLEXIBLE PAVEMENT OR Fi,P � L1) DEPARTMENT RIGID PAVEMENT WITH OVERLAY 10 1 `d F.L TYP PATCH ASPHALT CONIC PVMT NTS r •) n• LI INI ...... ...-- EXISTING ASPHA PAVEMENT SAWCUT (SEE NOTE 2) RTERIAL STREET MINIM 7" HMA (or ACP Class B) (SEE NOTE 1), OVER 6" CRUSHED ROCK RESIDENTIAL STREET MINIMUM 4" HMA (or ACP CIDss B) (SEE NOTE 1), OVER 6" CRUSHED ROCK NOTES: 1. MUST MATCH EXISTING THICKNESS IF GREATER. 2. SAWCUT SHALL BE POSITIONED 1' - 0" BEYOND EDGE OF DAMAGED PAVEMENT. 3. THE INTENT OF THIS DESIGN IS TO DESCRIBE PAVEMENT PLACEMENT AT 'THE GUTTER FACE- SEE STANDARD PLAN FOR CEMENT CONCRETE CURBS. STD. PLAN - 103 n� + PUBLIC WORKS CURB AND GUTTER PPRO D: -!< DEPARTMENT REPLACEMENT DETAIL Z 'P�1O ATE :45AM RWR'DTsDRAWING THE INFORMATION ON THIS DRAWING INDICATES CHANGES MADE TO THE CONSTRUCTION DOCUMENTS BASED UPON PERMABLE PAVEMENT - EDGE TREATME AS -BUILT SURVEY PREPARED BY RONG CONSULTING ENGINEERS NTS INC., DATED 12/10/21, AND TRANSFERRED TO THE REPRODUCIBLE DRAWINGS BY THE ENGINEER. SURVEYED: DESIGNED: HS DRAWN: HS CHECKED: PA BY DATE APPR APPROVED: SCALE: 1 "=20' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM CITY OF 1N;ARgtq3F RENTON Planning/Building/Public Works Dept. N O TTI V� Q D J �i R REPLACEMENT R-412721 Z IN COMPLIANCE WITH CITY OF RENTON STANDARDS w SUNSET OAKS APARTMENTS SUNSET LANE NE, RENTON, WA CITY OF RENTON CML DETAILS a Q W Q DATE: 10/5/20 O FIELDBOOK: UJ PAGE: DRAWING NO: C6.6 Z D SHEET: OF, 21 36 r /'\ �/