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HomeMy WebLinkAboutR-423519U 'C c 0 c d .o a U n a N LO BFENIT[E2 /8"R X 5/B"D DUMMY JOINT eEENl71'E2 N , 6" _ CEMENT CONCRETE 61 RAISED EDGE DETAIL 1"0* S SIDEWALK FACE OF CURB LEVEL 112 NOTES: 1!2" R. 1" R SIDEWALK RAMP r0 EXTEND SIDEWALK TRANSVERSE 1'- D' 1' - 0' y9' (IN) PREMOLDED JOINT FILLER 6 12"� OR LANDING 2' - 0� Z' - D" W'ON) R JOINTS TO INCLUDE RAISED EDGE /TFYPR1CC.ULwHDERE APPLICABLE v VARIES L ROU DING j _ 1 12• (IN) R (TYP.) 1. Not used. FROM I OATA LS _51/2: _,„ 6" TO 0 � P' � ► •'• . � �; 1sx SEE STD PLAN 101 2. All ramp and landing edges shall be separately formed. 12" R 1' R , 24 6^ " r (N) R , , .. ��P ,• . .• , .� ? a; . r= STING ROADWAY 3. Utilities structures that must remain are to be made nonslip or non-skid. O �, . • • 0 ••• CRUSHED ROCK BAS 1 - - - .' ems,+� j i 4. Utilities structures such as vaults and junction boxes shall not be located In the Pedestrian Access Route (PAR) of the 1 L l TOP OF SEE RAISED EDGE ------ Pedestrian Circulation Route. • io 1/2' R. ROADWAY 3/8"PREMOLDED - 1 0' SIDEWALK DETAIL -THIS SHE TYPICAL UNDER CRUSHED SURFACING TOP COURSE (CSTC) Q JOINT FILLER I i SIDEWALK OMPACT TO 95% MODIFIED PROCTOR 5. Drainage appurtenances, such as manholes, catch basins, etc, shall not be located in fife PAR. These should be located f - SLOPES MIN. (UNLESS REQUIREMENT WAIVED BY in the street or the buffer strip. N WITH RAISED EDGE ENGINEER)TYPICAL UNDER ALL CURB, CEMENT CONCRETE y� 1 ,2tINIR.(TYP•1 GUTTER& SIDEWALK CSTC UNDER 6, Accessible pedestrian access shall be provided for during construction. l L CURB &GUTTER TO BE 6 THICKNESS OR 2.0% 1 FOR CURB DETAILS W PEDESTRIAN CURB I I 1.5% MATCH EXISTING ROADWAY CRUSHED ROCK N T D AT SIDEWALK RAMPS AND LANDINGS ,� YS� SEE STD PLAN 10t 00 0a� ` BASE, WHICHEVER IS GREATER FOR AH' • •• • •• It'{ ALL 13 a G &GUTTER). 1'-6' 1 3/8- PREMOLDED JOINT FILLER (TYP) I _ I CEMENhCONCREIE rU' FINISHED GRADE 1• (IN) BELOW `^ 2'-0„ SIDEWALK 1 TOP OF CONCRETE SURFACE FACE OF ADJACENT CURD L - - -_ J CURSMID OtllTEfi CEMENT CONCRETE 612„ _ ADJACENT TO CURB MIN TRAFFIC CURB AND GUTTER S' A 5' , -o , -o 117 IN R. O ROV DING FOR CURB DETAILS SEE DEPRESSED CURB DETAIL THIS SHEET ( ) �t,5% _ SEE STD PLAN 101 FACE OF ADJACENT CURB 1.24 a • •• PLAN VIEWTOP OF - TE 6 12"-_ FLUSH WITH GUTTER r 1 1" 12' R. ROADWAY I CURB C� BLIP OR]DGE OR PEDESTRIAN � tc s� LING PAN AT SIDEWALK 2" j� M ADJACENT TO CURB N RAMP ENTRANCE ( I FOR CURB DETAILS (STEEP FILL SLOPES) U BARRIER -SEE SIDEWALK SEE STD PLAN 101. 1:12 1:24 L TOP OF � fi 1 2" 13' CONTRACT PLANS -WALL OR BARRIER 12' R. ROADWAY r 5 , 2" 1• (1.O B') i 1rY (IN) R. (TYP.) / SIDEWALK 1' - 6" 1" R. MATCH (N FRAME URa AND OI,(PTHi �rITQA Ill � FLUSH 1.55%-a 1/2" R. ROADWAY I DEPRESSED CURB SECTION W )' ' • 3" � � TOP OF VERTICAL WALL - � , • . to RC•CEF�9 ROADWAY SEE DETAIL AT RESIDENTIAL DRIVEWAYS ONLY. ° .. I t" R 7tY 9 8' (IN) PREMOLDED 7' JOINT FILLER r FOR COMMERCIAL DRIVEWAYS SEE STD PLAN 104.2 N - -- -- ADJACENT TO CURB AND RAILING OR WALL is IN 1' - 6" n • PREMOLDED FOR SIDE - • - I JOINT FILLER DEPRESSED CURB SECTION FACE OF CURB n • v n 4; TREATMENT SEE EENTR- SIDEWALK BUFFER STRIP SIDEWALK ADJACENT TO WALL DETAIL AT SIDEWALK RAMPS • ti ' v .'• ' AWU$TMENT SECTION- NOT INtXA1DEI? SIDEWALK (SEE NOTE 10) IN CURB AND CUTTER BID TEEM SECTIONS 1 'YP'N)R.. • 1.5% 1.5% MIN. SEE STD PLAN 01FOR CURB 5 IN SH 3/8' 1" R. DITCH BASIN -NOT 24OLLMO \���'P• ,`\ ,�:�L''.'��'� , OR MATCH BROOMED FEXISTING N FACE OF ADJACENT CURB I ( TOP OF • • IN CURB ANO3UTTER BIDREM Qr a'MADE SMOOTH �� `o ROADWAY _ S © TROWELED PERIMETER • p • • GLITTER SURFACE f • •' b . > FINISHED GRADE V (IN) BELOW TOP OF CONCRETE 16 B. sr r SURFACE FOR PLANTINGLO -FLVSH IF PAYED Qr - I •• t+ • ,• 'I i • �TO •[ - !, 1Q' S" O \ CEMENT CONCRETE CURB N • i `� / \\ 5 (CURB CURB GUTTER SHOWN) ADJACENT TO BUFFER STRIP FOR DURB AN AILS 101 SECTION lO .,r ..:�_` � �{ SEE STD PLAN 01 PREMOUDED O JOINT FELLER 1 / O E FULL -DEPTH 1'R. 81/4" GENERAL NOTES: , / tS'"� EXPANSION JOINT :% / I � > i va• ro Ira• 1„ R i . The Intent of this design Into facilitate the removal' � ; NOTES �-, Z��/ � CEMENT CONCRETE of a catch basin With minimal Sedurbance 1. Fourfeet of the sidewalk Mdth shall (J i' coNTRAcnoH JOINT j TRAFFIC CURB Of the curb. bethe minimum pedestrian IN SIDEWALK ONLY j �t�2'r'• accessible route LPARy free of vertical , ► • �.� k Q . and horizontal obstructions. Gratings, ►' • A 2. The expansion joints of the:: i' Access Covers, Junction Boxes, FULL -DEPTH EXPANSIONJD N....... �y � / _ Cable Vaults, Pull Boxes and other �� CURB AND SIDEWALK (SEE STD PLAN 101.1) DEPRESSED CURB DETAIL adjacent sldewalkshall i .,I (' sy . appurtenances within the sidewalk o ya' C CONTRACTION JOINT AT RESIDENTIAL OR COMMERCIAL DRIVEWAYS, AND ALLEYS beadjuStsd t0 be In - must be flush with surface, and match `v�� line With these curb <r/ /, " IfI F • grade of the sidewalk. JOINT AND FINISH 1 expansion Joints. DETAIL 2. Monolithic Cement Concrete Curb and ~ Sidewalk is not permitted in new For other referenced NOTES see ► •'! �?� o . GENERAL NOTES: �' - • �(' construction. When replacement I STD PLAN 104,2, _. 1. See standard tans 102 and 101.1 for curb expansion and contraction joint spacing. -( .`+,,_,�` r� necessitates a Monolithic Cement SM. PLAN - 102.1 P P P g' - PREMOLDE •' \ IS%4ET'i!tiC VIEW Standard Pia F-30. 0-03. T G 2. Expansion joint shall befull depth, 3/6"(in.)prem0ldedjoint filler. ,' ' I Standard PlanF-30.10-03. JOINTFlLLER PUBLIC WORKS UTILITY PLACEMENT IN P)'F:( •ID / Paved LAN 10s 1 must applicable, le, E FULL -DEPTH ` � ' DEPARTMENT CEMENT CONCRETE SIDEWALK 3. For Depressed Monolithic Driveway Curb 8 Gutter Section, see Standard Plan 104.2 ri 3. Concrete to be4,000 P51. STD PLAN 102.1 as applicable. EXPANSION JOINT ITT]]] • NTS STD. PLAN - 1D1. PLAN -101.1• PLAN - 1D2 COR STD PLAN 1021 - UTILITY PLACEMENT IN CEMENT CONCRETE SIDEWALK • PUBLIC WORKS O CEMENT CONCRETE CURB • PUBLIC WORKS CEMENT CONCRETE , CEMENT CONCRETE CURBS it PUBLIC IVORKS PRO D: :7 ,i'' DEPARTMENT ♦ ♦ INSTALLATION AT DEPARTMENT SIDEWALK 1 •` DEPARTMENT CATCH BASINS *DA- . / �! I! 1 �, �' 7 71 N 23 COR STD PLAN 101 - CEMENT CONCRETE CURBS COR STD PLAN 101.1 - CONCRETE CURB INSTALLATION AT CATCH BASINS COR STD PLAN 102 - CEMENT CONCRETE SIDEWALK c0 VARIES: 4.5' MIN. O LANE LINE _ MARKING SAWCUT AFTER BACKFILL O 1' 1' VARIES 1' 1' I(� DEPTH OF EXISTING PAVEMENT ' I MIN MIN � MIN I MIN _ SPECIAL NOTE: - �- D y _ 2' - 6" HMA EDGE OF PAVEMENT, EDGE _ IN THE EVENT TRANSVERSE PATCHES EXIST) (SEE NOTE 2) 1' - 1' OF CURB & GUTTER OR «,RBAoUMR Tr WITHIN THE AFFECTED STREET THE LENGTH MIN. MIN. CENTER OF LANE MARKING .I (BEE NOTE 3) INCLUDE THE EPATCH Y EXISTING PATCH ENDEDWITHIN TO _ - FEET is OF THE EDGE OF THE PATCH REQUIRED i 2" HMA SEE NOTE 2 FOR T ) HE NE W CRO SSING AND D ANY 11, l 6" CRUSHED SURFACING TOP COURSE SUBSEQUENT N Q PATCH EDGE WITHIN 10 FEET ' _ / EXISTING ASPHALT - NEW CURB r OF THE EDGE OF THE SECOND PATCH AND (CSTC) A 03.9(3)) PER EDWSDOT STANDARD �- 2.O MIN. PAVEMENT &GUTTER CONCRETE � Ct/rt't,K117iR� SO ON UP TO A TOTAL OF 300 FEEL ( FACE OF GUTTER OR 2" SAWCUT AND REMOVE SPECIFCATIONS, COMPACTED TO 95% (SEE NOTE z) / te�eernaaN�n q EDGE OF PAVEMENT OR PLANE, SEAL WITH MODIFIED PROCTOR I I AR-4000W SIDEWWALK 1 f,. i,. / \ � •- �,,'� � I II� li - CSTC, BANK RUN GRAVEL FOR TRENCH BACKFILL • ` / TyPE(�_ER Igpy�R(OtrEyy 1 t WSDOT ISTANDARD LSPEECFIICAOW TIONSS3OR(N)ATE TRAFFIC FLOW MATERIAL IF APPROVED IN WRITING BY ENGINEER (COIAAAERpAt.WRH9UREw BASED ON GEOTECH REPORT, COMPACTED TO SAWCUT i.' WIDTH OF TRENCH AS REQUIRED BY SIZE OF0 95% MODIFIED PROCTOR. (SEE NOTE 2) 2 HMA I I PROPOSED IMPROVEMENT (SEE WSDOT - CENTER LINE OR STANDARD SPECIFICATION 2-09.4) PLUS AN PIPE ZONE BEDDING MATERIAL AND COMPACTION AS LANE LINE I ALLOWANCE FOR ANY SHORING, SHORING, IF n NOTES 2" TO 8" HMA REQUIRED BY THE IWSDOTMPROVEMENT STANDARD SPECIFICATIONS ., I "I NEEDED, SHALL MEET THE REQUIREMENTS OF FOR THE TYPE OF IMPROVEMENT INSTALLED, EXCEPT: 1. Wren addvewsywidth exceeds 15feet, con>�UUdafull depth � WSDOT STANDARD SPECIFICATION 7-08.3(1)B * FOR STORM AND WATER PIPE, PER STD PLAN 220.0 expansion joint with 3/8' joint filler a" the d lame 141es FAMCFCLM • -� aeQeBlreeseccwrcFTu * FOR SANITARY SEWER, PER STD PLAN 405 see aid. 1 Construct expansion joints lei with the se { P � >� � ® FOR JOINT UTILITY TRENCH SAND WITH 95% oertterflne as required at 15 maximum spacing when driveway earttrtettaMaowr Sur CON TRENCH WIDTH PASSING A 4 SIEVE AND LESS THAN 5% PASSING • . widths exceed 30'. aT0 Rllrl let i t! . T 7Oa Or A #200 SIEVE b' - t� R 40ACL,'AY 2. See Eild. plan 102 for skkrAmk datells. j t - - "� % / 6.5' MIN. NOTES: I• 3. Curb and gutter shown, other curb designs may be specified. ' • 1 2" DEPTH OF See aid. plan 101 for curb delNls. i ' . t(r PLANING OR SAWCUT AND REMOVE 1. WHEN EXISTING PAVEMENT IN A LANE REQUIRING A FULL WIDTH REPLACEMENT IS BROKEN OR DETERIORATED F - _ • • TO A PAVEMENT CONDITION INDEX RATING OF 70 OR LESS, THE EXISTING PAVEMENT IN THAT LANE, AND 4. Not used. , _ --1 FOR THAT DISTANCE SO CLASSIFIED, SHALL BE REMOVED AND REPLACED WITH HMA MATCHING THE DEPTH ,'-r •t'-r ••..,� VARIES: 6.5' MIN. ---- USED IN THE EXISTING STREET OR THE DEPTH PER CITY STANDARD, WHICHEVER IS GREATER. ARTERIAL STREET MINIMUM 5. The engineer will design all driveways bInclude elevetlonsatall NDTtMVla1"NULamr)' ALoPAWON DEPTH OF EXISTING PAVEMENT / / ��ed JtiNtaslelLLWRALoe.�T, 2. PRINCIPAL MINOR COLLECTOR, ARTERIAL, &INDUSTRIAL ACCESS STREETS -MATERIAL AND THICKNESS 7" HMA Or ACP Class 6 pout symttol'X'. AllObvationssreaflhebadLOf 1 1' 1' 1' SHALL BE HMA CIE PG 64-22 AND MATCH EXISTING THICKNESS AND IN NO CASE LESS THAN 6". ( ) - curb top Off uphill side. OMONfx.rIH1C CUR880U(IER DEI AIL. MIN I MIN �VARIES� MIN I MIN (SEE NOTE 1), OVER 6" CRUSHED ROCK 6. Not used. RESIDENTIAL ACCESS STREETS - HMA CIE i„ PG 64-22. THE THICKNESS SHALL BE THAT OF THE EXISTING PAVEMENT SECTION AND IN NO CASE LESS THAN 4". 7. For Driveway Widths see DRIVEWAY STANDARDS (See NOTE 10). The expansion Joints (see aid. plan 102) shell be 3. WHEN THE "SAWCUT AFTER BACKFILL" ENCROACHES INTO AN ADJACENT LANE, CURB & GUTTER OR spaoadasshown Inthe corresponding Isometric view. 2" SAWCUT AND REMOVE SHOULDER, THE AFFECTED LANE SHALL BE PLANED AND OVERLAID WITH HMA FULL WIDTH, THE CURB & OR PLANE, SEAL WITH 2' - 6" MIN. HMA (SEE NOTE 2) GUTTER SHALL BE REMOVED AND REPLACED, OR THE SHOULDER SHALL BE PLANED OR REMOVED AND RESIDENTIAL STREET MINIMUM AR-4000W 4" HMA (or ACP Class B) 8 Slop 3 of the R sedDrGuidelines Gnde etfor rR3032AcoeuiblPublic FACEDFA0.1ACEhTGU� 1• (EACH SIDE) I OVERLAID WITH HMA. (SEE NOTE 1) OVER Rights-of-WsyefNovembcr23,2005 (PROWAG). - 6" CRUSHED SURFACING TOP COURSE (CSTC) 6" CRUSHED ROCK i 2" HMA (9-03.9(3)) PER WSDOT STANDARD 4. IF TRENCH UNDERMINES EXISTING SIDEWALK AND/OR CURBS, THEN THE SIDEWALK AND/OR CURB SHALL BE r SPECIFICATIONS, COMPACTED TO 95% MODIFIED REPLACED FROM EXPANSION JOINT TO EXPANSION JOINT. 9. Curb retums for any Type GMAT( Driveway may be approved an PROCTOR. acaee-bycasebasis. >s 1.0./y-�B�� SAWCUT AFTER BACKFILL 5. IF TRENCHING THROUGH EXISTING DRIVEWAY OR SIDEWALK RAMP, THE DRIVEWAY OR SIDEWALK RAMP SHALL (EACH SIDE) BE REPLACED TO MEET ADA STANDARDS. CSTC, BANK RUN GRAVEL FOR TRENCH BACKFILL 10. STREET STANDARDS -Renton Munldpal Code (RMC) �- �• R / STD. PLAN - 110.1 • - (9-03.19), GRAVEL BORROW (9-03.14(1)) PER TYPICAL LONGITUDINAL PATCH TMeIVDevelopmentRegulations .% WSDOT STANDARD SPECIFICATIONS OR NATIVE • PUBLIC WORKS FOR FLEXIBLE PAVEMENT OR NOTES: - MATERIAL IF APPROVED IN WRITING BY ENGINEER DEPARTMENT CWIPTER6STREEfANDUTIIJTYSfANDAfl05 BASED ON GEOTECH REPORT, COMPACTED TO 95% RIGID PAVEMENT WITH OVERLAY 1. MUST MATCH EXISTING THICKNESS IF GREATER. Section 4-"60 STREET STANDARDS DEPRESSED CURB DETAIL MODIFIED PROCTOR. ATRESIDENT4LLORCOM6ERC2ALDRIVEWAYS. AND ALLEYS WIDTH OF TRENCH AS REQUIRED BY SIZE OF PROPOSED 1 NTS 2. SAWCUT SHALL BE POSITIONED 1' D" BEYOND EDGE OF DRNEWAYSTANDARD3� RentonMuNclpslPode(RMCy IMPROVEMENT (SEE WSDOT STANDARD SPECIFICATION 2-09.4) COR STD PLAN 110.1 - TYP LONGITUDINAL PATCH FOR FLEXIBLE PAVEMENT DAMAGED PAVEMENT. Titre IV Development Regulations Driveway Example: TYPE C1B PLUS AN ALLOWANCE FOR ANY SHORING. SHORING, IF 8 ill I NEEDED, SHALL MEET THE REQUIREMENTS OF WSDOT PIPE ZONE BEDDING. MATERIAL- SEE STANDARD CHY-VADE Number ofLwi - - _ PLAN 110.1. R-423519 3. THE INTENT OF THIS DESIGN IS 70 DESCRIBE PAVEMENT STANDARD SPECIFICATION 7-08.3(1)B Cfl'Y-WIDE PROPERTY DEVELOPMENT STANDARDS rilrrltlydlrxa, PLACEMENT AT 'THE GUTTER FACE. SEE STANDARD PLAN TRENCH WIDTH FOR CEMENT CONCRETE CURBS, Section 4-4-M PARKING, LOADING AND DRIVEWAY (ma's Lan.canvrlen a l REGULATIONS a'B"s"(wmmg Si aiwk-NO BLOW - - ---- - --------- FOR NOTES, SEE STANDARD PLAN 110.1 IN COMPLIANCE WITH CITY OF RENTON STANDARDS s1v. It'LAlti - 104.2 _ PUBLIC WORKS CEMENT CONCRETE DRIVEWAY P STD. PLAN - 110 DEPARTMEN ENTRANCES - NOTES AND DETAILS • PUBLIC WORKS TYPICAL TRANSVERSE PATCH FOR STD. PLAN - 103 Rw104454 �7� FLEXIBLE PAVEMENT OR RIGID I'jto DEVELOPMENT ENGINEERING DEPARTMENT n� + PUBLIC WORKS CURB AND GUTTER PPRO D: PAVEMENT WITH OVERLAY -_R Michael Sippo 03/24/2023 DEPARTMENT REPLACEMENT DETAIL Z 'PLO ATE COR STD PLAN 103 - CURB AND GUTTER REPLACEMENT DETAIL 5 PLAN 104.2 - CEMENT CONCRETE DRIVEWAY ENTRANCES 6 COR STD PLAN 110 - TYP TRANSVERSE PATCH FOR FLEXIBLE PAVEMENT 7 4 �SURVEYED: SCALE: CITY 0 F SARTORI ELEMENTARY SCHOOL DATE: W Know what's below. 1932 First Ave � �o � HORIZONTAL: � ;9B� ;9g, / 2 24 2022 � suite 201 � �, DESIGNED: URI 315 GARDEN AVE N FIELDBOOK: v♦ Call before you dig. / Seattle, WA 98101 � DRAWN: R E N TO N PAGE: Y g p. 206.725.1211 - ww ONE INCH RENTON, WA 98057 DRAWING N0: 21 5121 f. 206.973.5344 �o �� �� CHECKED: AT FULL SCALE DATUM Planning/Building/Public Works De t Dial 811 ��SSIONAL �~ 023 IF NOT ONE INCH p DETAILS AND NOTES C 4.1 engineering pIIC www.lpdengineering.com 2 NO. REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY SHEET, 19 OF,25 W