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HomeMy WebLinkAboutR-425518r� Z IN O Z O M v FACE OF CURB _ 61)2. 6 112d 1" 1 :24 J TOF OF IR R. ROADWAY 1 T 1'•fi' CEMENT CONCRETE TRAFFIC CURB AND GUTTER FACE OF ADJACENT GURR _ 6 1 12'� FLUSH VW-H GLITTER PAN AT SI DEWALK RAMP ENTRANCE 1.12 1:24 UV OF 1i2^ R. ROADWAY r J m -- 1 1 5 - DEPRESSED CURB SECTION AT SIDEWALK RAM;'$ 3B' s' CEMENT CONCRETE 7Tf'R, T-� SIDEWALKRAMP vARIES OR LANDING FROM L 6"TOO F" ti r 3J9" PREMOLDED JOINT FILLER CEMENT CONCRETE PEDESTRIAN CURB AT SIDEWALK RAMPS AND LANDINGS FACE OF ADJACENT CURB ,6 SEE DEPRESSED CURB DETAIL THIS SHEET 1L24 TOP OF tI 1. 10 R. ROADWAY 2" i f Y oa 1 S- DEPRESSED CURB SECTION AT RESIDENTIAL DRIVEWAYS ONLY. FUR COMMERCIAL DRIVEWAYS SEE STD PLAN 1041 FACE OF CURB 1- R. FACE OF ADJACENT CURB I TOP ❑F ROADWAY 1p II ", • ' 13UTTERSURFACE I { II�a' PREMOLJDEC JOINT FILLER E FULL -DEPTH EXPANSION JOINT I CEMENT CONCRETE TRAFFZ CURB DEPRESSED CURB DETAIL AT RESIDENTIAL OR COMMERCIAL DRIVEWAYS, AND ALLEYS GENERAL NOTES. 1- See slsndard plans 142 and 101,5 for curb oxpanslon and contracuon pnt spao". 2- Expansion Joint shalt he foil depth, 3/U' {ln,I premolded Joins Clio. 3. FOr Oepregsed Monolithic Dr veway Guru & Gutter Section, 5BL' Standard Plan 1LI4.2 PUBLIC WORKS DEPARTMENTCEMENT CONCRETE CURBS STD. FLAN - 101 t►d k�.r,..�_ rrr i 1 I ... ,T to uI MaPI"JMI :1111­ k91t110111 nrir'-'•�- �,'Rklti4tl'V ff r ` • 4C-1 .k .i + F i rare 1 I11. low v"• 1+1-eLll�rJt�l. ltaau n w w" !•i174- •Is VW, -IIa KLt�% �� ;'��'•� ��I ell S4 1111a77RIN •=rr�ri 'a�N11� IV9•0 1TtHl- LJIB tis � W•1.1 -+*. 4 iJi MriliL ���• ' IDP ri'fiM rm is i1r►:'i ti f f rta 7 P•1d.{J 97R d •_ 'Mr Lw+..�7� Au 11,WWrri'0.w•PMZ IY}'! i �GIR�1 •rAr+•SA �Tf•111Ge7 " worm _W • L F, . ..a r voLdb m1` ;t„01 r� 3A L diur,nPl TVIII RIIB 1301111111 MW I CEMENT CIOrNIG1 RTE DRIIVIiEE"WAT VURJC SgORI{3 ENTFdAfwlGE y TirPE F�1E DU EN7 FUR NOTES STIX FILM iDU 3/8" PREMOLDED JOINT FILLER (TYP) FACE OF (_ $� CFJd1ERLINEOF FRAME 6 Oi:ATE CURB Ij� 6 1 2" 1 X (1:08') 5 7 2" 1' 1 /2' R. 1' R. MATCH ROADWAY SLOPE 1' R L ;P D -SEE NOTE2 1WR X S/B'D DUMMY JOINT SEENOTE2 -0' 2'-0` b 1 - I LI I CONCIREW E_ - J OUR13ANDOUTTM PLAN VIEW FRA MANDGRATE-NOTINCLUDED IN CURB AND GUrrM BID ITEM TOP OF ROADWAY D .', •. D D.'•••> ADJUSTMENT SECnON-NOT INCLUDED IN CURB AND GUTTER BID ITEM CATCH HUN - NOT)NCWDED D • IN CLlR8 AND CUTTER BID ITEM -• D 'D , I r• SECTION (D GENERAL NOTES- 1� 1. The Intent of this design Is to facilitate the removal ~ :: of a catch basin with minimal disturbance ` of the curb. 2. The expansion joints of the adjacent sidewalk shall be -adjusted to be In ' - Ilne with these curb f expansion joints. + + PUBLIC WORKS DEPARTMENT UNDISTURBED NATIVE VEGETATION UNDISTURBED NATIVE SOIL W-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") ISOFtiE4C VIEW STD CEMENT CONCRETE CUR• PLAN - 101.1 B INSTALLATION AT PRO D: CATCH BASINS DX11 PLANTING BEDS/UNDISTURBED UNDISTURBED TURF (LAWN) AREAS, VEGETATION, SEE NOTE 1 SEE NOTE 1 0 T} 1 GRASS: SEED OR SOD OPTION 1 - NO DISTURBANCE PLANTING BEDS 8" UNDISTURBED NATIVE SOIL TURF (LAWN) AREAS GRASS: SEED OR SOD 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 II I'%�\�� ���\� \���\\ �� ���\ ��� COMPOST AMEIND D LAYER BELOW COMPOST AMENDED LAYER - ,j� (12" BELOW SOIL SURFACE) (12" BELOW SOIL SURFACE) OPTIONS 2, 3, AND 4 - AMEND IN PLACE OR STOCKPILE AND AMEND PLANTING BEDS TURF (LAWN) AREAS 3"-4"ARBORIST • ^HOO E SHIIP I V 0" GRASS: SEED OR SOD PLAN 262.60 + fff 6" IMPORTED TOPSOIL MIX (COMPACTED DEPTH) SUBSOIL IS SCARIFIED 6" BELOW IMPORTED TOPSOIL MIX 6" NOTES: 1. AREAS OF NO DISTURBANCE TO BE FENCED AND EXISTING VEGETATION AND SOIL TO BE PROTECTED FROM CONSTRUCTION IMPACTS. 6" IMPORTED 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. 4. SEE CONSTRUCTION PLANS FOR SPECIFIC PROJECT REQUIREMENTS. OPTION 5 - IMPORTED TOPSOIL UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS) AlOaSTD. PLAN - 264.00 •�• PUBLIC WORKS APPR ED: �1` DEPARTMENT SOIL AMENDMENT SECTIONS GAZ 9/28/2018 1 P"mm works Adm,m,o-, DATE UNDERGROUND LOCATOR SERVICE CALL BEFORE YOU DIG, 811 1 REVISED PER CITY COMMENTS 2 REVISED PER CITY COMMENTS 3 REVISED PER CITY COMMENTS ►70rem ;FIMM • 6' RAISED EDGE DETAIL SIDEWALK LEVEL .J to EXTEND SIDEWALK TRANSVERSE 1' • D• 1'-0' 12- ON) R I JOINTS TO INCLUDE RAISED EDGE ROU DING 2.0% I 12• (IN) R. (TYP. u SEE RAISED EDGE 1'-0' SIDEWALK DETAIL - THIS SHE TYPICAL LINO ALL CUT SIDEWALK `LOPES' MIN. 12• (IN) R. (TYP.) WITH RAISED EDGE 1 6% rFOR CURB DETAILS SEE STD PLAN 101 AW Z-0• SIDEWALK ADJACENT TO CURB MIN ROU DING Irr (IN) R. (TYP.) _2.0% 1 4 BRIDGE OR PEDESTRIAN RAILING t FOR CURB DETAILS ADJACENT TO CURB BARRIER - SEE SIDEWALK SEE STD PLAN 101. (STEEP FILL SLOPES) CONTRACT PLANS /--WALL OR BARRIER 12 (IN) R. (TYP.) I SIDEWALK FLUSH 4 1 5% • ' •,� i•r 1f2' N) R. VERTICAL WALL - " •'� '•• SEE DETAIL `, - - , 376' (IN) PREMOLDED % JOINT FILLER , ADJACENT TO CURB AND RAILING OR WALL e• PREMOMOLDED JOINT FILLER FOR SIDE TREATMENT SIDEWALK BUFFER STRIP SIDEWALK ADJACENT TO WALL DETAIL (SEE NOTE 10) SIDEWALK SECTIONS 1/2• R 1') FOR CURB DETAILS / FOR CURB DETAILS //////------ SEE STD PLAN 101 STING ROADWAY CRUSHED ROCK SAS CRUSHED SURFACING TOP COURSE (CSTC) COMPACT TO 95% MODIFIED PROCTOR (UNLESS REOUIREMEHT WANED BY ENGINEER) TYPICAL UNDER ALL CURB, GUTTER 6 SIDEWALK. CSTC UNDER CURB 6 GUTTER TO BE 6"THICKNESSOR MATCH EXISTING ROADWAY CRUSHED ROCK BASE, WHICHEVER IS GREATER (TYP. FOR ALL CURB d GUTTER). 1 FINISHED GRADE 1• (IN) BELOW TOP OF CONCRETE SURFACE FOR CURB DETAILS SEE STD PLAN 101 . __ ,1`�' N t s t t:. •, .. BROOMED FINISH OR MATCH EXISTING O• 4' WIDE, SMOOTH TROWELED PERIMETER FINISHED GRADE V (IN) BELOW TOP OF CONCRETE SURFACE FOR PLANTING - FLUSH IF PAVED 10 ' 0 O• CEMENT CONCRETE CURB ADJACENT TO BUFFER STRIP 5'�, ©��\ { \ (CURB AND GUTTER SHOWN) FOR CURB DETAILS / \ SEE STD PLAN 101 do NOTES 1. Four feet of the sidewalk width shall © L be the minimum pedestrian - �/ IN CONTRACTION JOINT M SIDEWALK ONLY • ' ,� � �' 6• � • accessible route (PAR) free of vertical , ► • Rr0 ! and horizontal obstructions. Gratings, ACCe55 Covers, Junction Boxes, FULL -DEPTH EXPANSION JOINT IN BOTH ' Cable Vaults, Pull Boxes and other CURB AND SIDEWALK (SEE STD PUN 101.1) appurtenances within the sidewalk `c�oF� 316 C CONTRACTION JOINT must be flush with surface, and match grade of the sidewalk. JOINT AND FINISH ` DETAIL �.• 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. R •' necessitates a Monolithic Cement PREMOLDE' - Concrete Curb build per WSDOT JOINT FILLER Standard Plan F-30.10-03. Paved surfaces must comply with STD PLAN 102.1 as applicable. E FULL -DEPTH 3. Concrete to be 4,000 PSI. EXPANSION JOINT JiRDEPARTMENT PUBLIC WORKS CEMENT CONCRETE STD. PLAN - 102 SIDEWALK *�;,IUO` rr) 16"WHITE THERMOPLASTIC THERMOPLASTIC/PAINTED ST ®, PUBLIC WORKS PARALLEL CROSSWALK APPE DEPARTMENT - 128 DA1� TE t''"' 7 In' RAIN .., ..,.. �EXISIING ASVHA 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 Class 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, ti� a PUBLIC WORKS DEPARTMENT M J S 7/26/23 H H H SURVEYED: OTHERS Ste: VERTICAL HAW 1988 K E L 9/ 12/23 H H H DESIGNED: AS NOTES HORIZONTAL NAD 1983/1991 CITY OF KEL 10/11/22 HHH DRAWN: ROLL/ HEAI/RIN RENTON MARY MOORE ONE INCH DATUM CHECKED: AT FULL SCALE Planning/Building/Public Works Dept. ROLL/ HEA l/RIN SCALE NOT ONE INCH ACCORDINGLY BY DATE APPR APPROVM: ROLL/ HEA l/RIN STD. PLAN - NOS CURB AND GUTTER REPLACEMENT DETAIL O 41 N N Q V 0 O N N 10/11 /23 CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING DESIGN SURVEYING 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 R-425518 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING ` yqi 12/06/2023 � L DATE: O TOWNS ON 12TH 10/11/2023 3916 & 3926 NE 12TH ST, RENTON, WA 98056 FIELDBOOK: PAGE DRAWING NO: ROAD STANDARD DETAILS C3.42 SHEET: OF: 16 93