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HomeMy WebLinkAboutR-411108H H O O W v NZ 0 SO FACE OF CURB 6 12"_ 5 1/2" 1" 1"R 1 24 1 TOP OF �n 1/2" R. ROADWAY t J (V 1 r 1 CEMENT CONCRETE TRAFFIC CURB AND GUTTER FACE OF ADJACENT CURB - 6 1/2"-- FLUSH WITH GUTTER PAN AT SIDEWALK RAMP ENTRANCE 1 :12 1:24 TOP OF 1n"R. ROADWAY 1 DEPRESSED CURB SECTION AT SIDEWALK RAMPS 3/8" _ 6" CEMENT CONCRETE 12" R. 1" R SIDEWALK RAMP VARIES OR LANDING FROM 1 6"TOO ' 6" 1 3/8• 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 ( 1 1• 12" R. ROADWAY 2" / 1 1 �1 1 - 6" DEPRESSED CURB SECTION AT RESIDENTIAL DRIVEWAYS ONLY. FOR COMMERCIAL DRIVEWAYS SEE STD PLAN 104.2 FACE OF CURB I FACE OF ADJACENT CURB ,' pl,►'�B"• • GUTTER SURFACE PREMOLDED \ JOINT FILLER E FULL -DEPTH I" R. EXPANSION JOINT 1" R. _ 6112"` s 1n•_ r 1/2"R. 1 • R. 1 L • � TOP OF ROADWAY t, I 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 STD. PLAN - 101 IL e PUBLIC WORKS CEMENT CONCRETE CURBS DEPARTMENT " 1' 1' VARIES 1 1' MIN MIN � MIN I MIN SPECIAL NOTE:+ 7 IN THE EVENT TRANSVERSE PATCHES EXIST WITHIN THE AFFECTED STREET, THE LENGTH I OF THE PATCH SHALL BE EXTENDED TO ' INCLUDE ANY EXISTING PATCH WITHIN 10 I FEET OF THE EDGE OF THE PATCH REQUIRED i I �t�� FOR THE NEW CROSSING AND ANY --I. f 1..1 SUBSEQUENT PATCH EDGE WITHIN 10 FEET p f OF THE EDGE OF THE SECOND PATCH AND I SO ON UP TO A TOTAL OF 300 FEET. C•.,, ` FACE OF GUTTER OR EDGE OF PAVEMENT TRAFFIC FLOW 2" HMA I i T CENTER LINE OR I 1 LANE LINE 2" TO 8" HMA 6.5' MIN. 2" DEPTH OF PLANING OR SAWCUT AND REMOVE VARIES: 6.5' MIN. DEPTH OF EXISTING PAVEMENT MIN I MIN VARIES MIN I MIN 2" SAWCUT AND REMOVE OR PLANE, SEAL WITH - 2" - 6" MIN. HMA (SEE NOTE 2) AR-4000W (EACH SIDE) 6" CRUSHED SURFACING TOP COURSE (CSTC) 2" HMA (9-03.9(3)) PER WSDOT STANDARD SPECIFICATIONS, COMPACTED TO 95% MODIFIED PROCTOR, SAWCUT AFTER BACKFILL (EACH SIDE) - CSTC, BANK RUN GRAVEL FOR TRENCH BACKFILL (9-03.19), GRAVEL BORROW (9-03.14(i)) PER WSDOT STANDARD SPECIFICATIONS OR NATIVE MATERIAL IF APPROVED IN WRITING BY ENGINEER BASED ON GEOTECH REPORT, COMPACTED TO 95% - \\ MODIFIED PROCTOR. W1DTH OF TRENCH AS REQUIRED BY SIZE OF PROPOSED IMPROVEMENT (SEE STANDARD SPECIFICATION 2-09.4) PLUS AN ALLOWANCEE FOR FOR ANY SHORING. SHORING, IF PIPE ZONE BEDDING. MATERIAL- SEE STANDARD NEEDED, SHALL MEET THE REQUIREMENTS OF WSDOT PLAN 110.1. STANDARD SPECIFICATION 7-08.3(1)B TRENCH WIDTH FOR NOTES, SEE STANDARD PLAN 110.1 TYPICAL TRANSVERSE PATCH FOR' PLAN - 110 PUBLIC WORKS FLEXIBLE PAVEMENT OR RIGID PR 'E;D DEPARTMENT PAVEMENT WITH OVERLAY /D s' RAISED EDGE DETAIL 1'-0' 6 SIDEWALK LEVEL 12' R I EXTEND SIDEWALK TRANSVERSE JOINTS TO INCLUDE ROUSED EDGE V-D' V-0• 3/8- ON) PREMOLDEDJOINT FILLER TYPICAL WHERE APPLICABLE (IN) e ROU DING 220% 1 MrIN R (IN) (TYP) FOR CURB DETAILS ► • • , a 1.5% _ SEE STD PLAN 101 1'(IN)R. �1••► W.41 •" • A; ,•• _sa • .S•• .•. " _ •• • STING ROADWAY } CRUSHED ROCK HAS • SEE RAISED EDGE I - V 0- SIDEWALK DETAIL - THIS SHE `TYPICAL UNDER SIDEWALK CRUSHED SURFACING TOP COURSE(CSTC) COMPACT TO 95% MODIFIED PROCTO R ALL T CU SLOPES] L,,N 1;2(IN) R. (TYP.) ' WITH RAISED EDGE (UNLESS REQUIREMENT WAVED BY ENGINEER) TYPICAL UNDER ALL CURB, GUTTER & SIDEWALK CSTC UNDER FOR CURB DETAILS CURB&GUTTER TO BE 6'THICKNESS OR Oa ��- SEE STO PLAN 101 MATCH FJOSTINO ROADWAY CRUSHED ROCK BASE, WHICHEVER IS GREATER (TYP. FOR H _ 14 , -f�t(F3L , ••• •.• ,.J ALL CURB & GUTTER). .. FINISHED GRADE I'(IN) BELOW SURFACE 2'-Er I TOP OF CONCRETE SIDEWALK ADJACENT TO CURB 1' MIN. ROU DING 112' (IN) R. (TYP.) _2.0% I 6 1.5% FOR CURB DETAILS SEE STD PLAN 101 �y •� , BRIDGE OR PEDESTRIAN RAILING 4Y�`� ADJACENT TO CURB BARRIER -SEE FOR CURB DETAILS StDEWAX SEE STD PLAN 101 (STEEP FILL SLOPES) CONTRACT PLANS ALL OR BARRIER 1 I 12• (IN) R. / I SIDEWALK FLUSH 15% 12- N) R. VERTICAL WALL - SEE DETAIL : �• 3W (IN)PREMOLDED JOINT FILLER , ADJACENT TO CURB AND RAILING OR WALL a (IN) PREMOLDED JOINT FILLER FOR SIDE TREATMENT SIDEWALK BUFFER STRIP SIDEWALK ADJACENT TO WALL DETAIL SIDEWAIJ< (SEE NOTE 10) SECTIONS 12' (IN) R 1 RW) 1.5%MIN. FOR CURB DETAILS SEE STD PLAN 101 1 •.. ;wr.: iBROOMED FINOR MATCH EXISTING /X ,L /1 4-WIDE,SMOOTH TROWELED PERIMETER FINISHED GRADE 1' (IN) BELOW TOP OF CONCRETE SURFACE FOR PLANTING -FLUSH IF PAVED 0 �• ADJACENT TO BUFFER STRIP 10' �" 5, !J'' 11 0C © ~ CEMENT CONCRETE CURB (CURB AND GUTTER SHOWN) FOR CURB DETAILS SEE STD PLAN 101 5, .0" i OF TO 114' NOTES 1. Four feet of the sidewalk width shall / CONTRACTION JOINT be the minimumpedestrian• ' • tb �\ IN SIDEWALK ONLY ►1• accessible route (PAw, free of verticaand l , ► •� ?• ro •: Accesszontal vers,JsWtionBctio Gratings, ►•••• R ••• Access Covers, Junction Boxes, FULLAND S DEEXPANSIONLK(SE JOINT IN BOTH Cable Vaults, Pull Boxes and other CURB AND SIDEWALK (SEE 5T0 PUN ID3.1) appurtenances within the sidewalk S/�F� - are' C CONTRACTION JOINT must be flush with surface, and match a� grade of the sidewalk. JOINT AND FINISH DETAIL • 2. Monolithic Cement Concrete Curb and •• • •• ' I �2 0 Sidewalk Is not permitted In new For other referenced NOTES see • R , construction. When replacement work STD PLAN 104.2. necessitates a Monolithic Cement Concrete Curb build per WSDOT PREMOLD Standard Plan F-30.10-03. Paved surfaces must comply with JOINT FILLERE FULL -DEPTH 3. Concrete to be 4,000 PSI. STD PLAN 102.1 as applicable. EXPANSION JOINT SM PUBLIC WORKS CEMENT CONCRETE • PLAN - 102 DEPARTMENT SIDEWALK aI�PI R(1"rEP 1 VARIES: 4.5' MIN. LANE LINE MARKING SAWCUT AFTER BACKFILL DEPTH OF EXISTING PAVEMENT 2" - 6" HMA (SEE NOTE 2) LTI 1 EDGE OF PAVEMENT, EDGE OF CURB & GUTTER, OR MIN. MIN. CENTER OF LANE MARKING 2" HMA (SEE NOTE 2) 6" CRUSHED SURFACING TOP COURSE (CSTC) (9-03.9(3)) PER WSDOT STANDARD 2" SAWCUT AND REMOVE SPECIFICATIONS, COMPACTED TO 95% OR PLANE, SEAL WITH MODIFIED PROCTOR AR-4000W 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 WIDTH OF TRENCH AS REQUIRED BY SIZE OF 95% MODIFIED PROCTOR. PROPOSED IMPROVEMENT (SEE WSDOT STANDARD SPECIFICATION 2-09.4) PLUS AN PIPE ZONE BEDDING MATERIAL AND COMPACTION AS ALLOWANCE FOR ANY SHORING. SHORING, IF REQUIRED BY THE WSDOT STANDARD SPECIFICATIONS NEEDED, SHALL MEET THE REQUIREMENTS OF FOR THE TYPE OF IMPROVEMENT INSTALLED, EXCEPT: WSDOT STANDARD SPECIFICATION 7-08.3(1)B * FOR STORM AND WATER PIPE, PER STD PLAN 220.0 F-� * FOR SANITARY SEWER, PER STD PLAN 405 TRENCH WIDTH * 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 4" PG 64-22 AND MATCH EXISTING THICKNESS AND IN NO CASE LESS THAN 6". RESIDENTIAL ACCESS STREETS - HMA CL }" 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 DEPARTMENT RIGID PAVEMENT WITH OVERLAY i� 1 EXISTING ASPHALT PAVEMENT SAWCUT (SEE NOTE 2) ARTERIAL STREET MINIM 7" HMA (or ACP Class B) (SEE NOTE 1), OVER 6" CRUSHED ROCK RESIDENTIAL STREET MINIMUM I 4" HMA (or ACP Class B) (SEE NOTE 1), OVER 6" CRUSHED ROCK 2.0' MIN. (SEE NOTE 2) 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. NEW CURB & GUTTER 1tY r7 STD. PLAN - 103 PUBLIC WORKS CURB AND GUTTER PPRO D: DEPARTMENT REPLACEMENT DETAIL 2_ ATE DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878 UNDISTURBED NATIVE VEGETATION UNDISTURBED NATIVE SOIL Y-4" ARBORIST WOOD CHIP MULCH, SEE STD. PLAN 262.60 3" OF COMPOST INCORPORATED INTO 5" OF SITE SOIL (TOTAL AMENDED DEPTH OF 9.5", FOR A SETTLED DEPTH OF 8") SUBSOIL SCARIFIED 4" BELOW COMPOST AMENDED LAYER (12" BELOW SOIL SURFACE) W-4" ARBORIST WOOD CHIP MULCH, SEE STD. PLAN 262.60 6" IMPORTED TOPSOIL MIX (COMPACTED DEPTH) SUBSOIL IS SCARIFIED 6" BELOW IMPORTED TOPSOIL MIX PLANTING BEDS/UNDISTURBED UNDISTURBED TURF (LAWN) AREAS, VEGETATION, SEE NOTE 1 SEE NOTE 1 GRASS: SEED OR SOD 0" UNDISTURBED NATIVE SOIL OPTION 1 - NO DISTURBANCE PLANTING BEDS TURF I(LAWN) AREAS 0.1 GRASS' SEED OR SOD 8" 1.75" OF COMPOST INCORPORATED INTO 6.25" OF SITE SOIL (TOTAL AMENDED DEPTH OF 9.5", FOR A SETTLED DEPTH OF 8") SUBSOIL SCARIFIED 4" BELOW COMPOST AMENDED LAYER (12" BELOW SOIL SURFACE) OPTIONS 2, 3, AND 4 - AMEND IN PLACE OR STOCKPILE AND AMEND PLANTING BEDS TURF (LAWN) AREAS GRASS: SEED OR SOD NOTES: 1. AREAS OF NO DISTURBANCE TO BE FENCED AND EXISTING VEGETATION AND SOIL TO BE 6" IMPORTED PROTECTED FROM CONSTRUCTION IMPACTS. TOPSOIL MIX (COMPACTED GENERAL NOTES: DEPTH) 1. TO MEASURE SETTLED DEPTH, WATER SOIL SUFFICIENTLY TO FULLY SATURATE WITHOUT CAUSING EROSION SUBSOIL IS 2. COMPOST TO MEET STD. PLAN 262.60. SCARIFIED 6" BELOW IMPORTED 3. COMPACTION OF TOPSOIL (WHERE REQUIRED) TOPSOIL MIX TO BE TO 85% OF STANDARD PROCTOR. 12• �� %J - �/�� 4. SEE CONSTRUCTION PLANS FOR SPECIFIC_I/�`\\�\��\�•-���`�� PROJECT REQUIREMENTS. OPTION 5 - IMPORTED TOPSOIL UNLESS OTHERWISE NOTED, DRAWING IS NOTTO SCALE (NITS) STD. PLAN - 264.00 PRAPP• PUBLIC WORKS R ED: DEPARTMENT SOIL AMENDMENT SECTIONS GAZ 9/28/2018 1 r"nu, wo,.: aemmi:c,mo, DATE 0" 6" SURVEYED: SCALE: ROBERT WEST DESIGNED: GINA BROOKS DRAWN: DA AID VAUGHN ONE INCH CHECKED: AT FULL SCALE GINA BROOKS IF NOT ONE INCH NO. REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY GINA BROOKS VERTICAL NAVD 1988 HORIZONTAL NAD 1983/1991 DATU M BID ITEM (INCLUDES SIDEWALK RAMPS) 6' MIN. VARIES (SEE NOTE 7) 8' MIN. IEEE IgIE• 10 LF OF PAVED DRIVEWAY REQUIRED -� 316" EXPANSION JOINT (TYP.) 3" EXPANSION JOINT (TYP.) (SEE D. PLAN 102) (SEE STD. PLAN 102) CEMENT CONCRETE SIDEWALK o SEE NOTES � A N B Q Q. of s= LULU z• m CONSTRUCTION JOINTi SEE NOTE 1 - DRIVEWAY CEMENT CONCRETE RAMP WITH 12H:1V J / B APPROACH CURB & GUTTER SLOPE (TYP.) J/ (SEE NOTE 3) 3W CONTRACTION JOINT (TYP.) (SEE STD. PLAN 102) PLAN VIEW (TYPE C3 SHOWN, C1 & C2 & C-MAX SIMILAR) (SEE NOTE 9) SIDEWALK SHALL REMAIN AT CONSISTENT SLOPE WITH ADJACENT SDEWALK PROVIDED THAT THE MAX. CROSS SLOPE ON THE VARIES DRIVEWAY APPROACH IS NOT EXCEEDED. OTHERWISE, SLOPE SHALL (BEE HOTE f0) BE 6.3% MAX SEE NOTE 8 (TYPJ . _ :::y •:• + CEMENTCONCRETE 4'CRUSHED SUFACEING TOP COURSE(GSTC) IPMIN. (TYPJ SIDEWALK COMPACTED TO 95% MODIFIED PROCTOR 1P MN (UNLESS REQUIREMENT WANED BY ENGINEER) DEPRESSED CURB & GLITTER-, TYPICAL UNDER ALL DRIVEWAY ENTRANCE &re' EXPANSION JOINT (TYP.) (SEE NOTE 3) SECTION O (BEE STD. PLAN 102) 12•R(TYP.) SIDEWALK WIDTH 10% DIFFERENCE IN SLOPE MAX- VW RIVE SLOPE (SLOPE SHOVM EIMMRATED) ib99 - 12H:IV DRNEWAY� : • 10" MIN 1P MN rOlt •p o , DRIVEWAY W/ RELATIVE NEGATIVE SLOPE(SLOPE° " SE ION B SHOWN EXAGGERATED) FOR NOTES SEE STD. PLAN 104.2 CEMENT CONCRETE DRIVEWAY ® STD. PLAN - 104.4 + PUBLIC WORKS ENTRANCE - TYPES CIB, C2B APPROVED: DEPARTMENT C3113, AND C-MAXB (WITH BUFFER) DATE R• BR �� \�P•oF•••,y� CIVIL ENGINEERING k CD LANDSCAPE ARCHITECTURE W •c o• III,Z• PLANNING ' • p� 36478 O • DESIGN SURVEYING W GisTERF;.��. FSS/ONAL ENS\ CORE ✓OB N0. 18227 V 12100 NE 195th St, Suite 300 Bothell, Washington 98017 425.885.7877 2/3/23 (DESIGN ONL`I') IN COMPLIANCE WITH CITY OF RENTON STANDARDS �;'ww O v :45 An R-4,11108 W CITY OF 1110 RENTON • Planning/Building/Public Works Dept. DATE: `(IDDIERESEARCH DAYCARE CENTER MAR. 2020 J12J NE SUNSET BL VD nELDBOOK: \ RENTON, WA 98056 PAGE: O DRAWING NO: C3.31 SITE DETAILS AND NOTES SHEET.00 OR 21