The URL can be used to link to this page

Home My WebLink AboutR-411513Z J La_ FACE OF CURB -61rI-- 51- P I"R 1 74 L TOP OF 112" R. ROADWAY t l / - I I � t 6" CEMENT CONCRETE TRAFFIC CURB AND GUTTER FACE OF ADJACENT CURB -612--- FLUSH WITH GUTTER PAN AT SIDEWALK RAMP ENTRANCE 1.12 1724 TOP OF 112"R. ROADWAY Lo 11 6' - l DEPRESSED CURB SECTION AT SIDEWALK RAMPS G' CEMENT CONCRETE V R SIDEWALK RAMP VARIES OR LANDING FROM 6'T00 1 19"PREMOLDED JOINT FILLER CEMENT CONCRETE PEDESTRIAN CURB AT SIDEWALK RAMPS AND LANDINGS FACE OF ADJACENT CURB -6 12'-_ SEE DEPRESSED CURB DETAIL THIS SHEET 1:24 TOP OF 1 1• 12' R. ROADWAY 2' I mt I DEPRESSED CURB SECTION AT RESIDENTIAL DRIVEWAYS ONLY. FOR COMMERCIAL DRIVEWAYS SEE STD PLAN 104-2 FACE OF CURB -612• - 5 12'_ _ 1' 2'R. I'R. FACE OF ADJACENT CURB T TOP OF 'n ROADWAY . P GUTTER SURFACE I PREMOLOED JOINT FILLER I E FULL -DEPTH 1 R. - e ur - EXPANSION JOINT 1 I.R. CEMENT CONCRETE TRAFFIC CURB DEPRESSED CURB DETAIL AT RESIDENTIAL OR COMMERCIAL DRIVEWAYS, AND ALLEYS GENERAL NOTES. L SLm standard plans 102 and 101.1 for curb oxpansion and contraction pint spacing 2. Expansion ion[ sfull be full depth, 3/8" (in.) premolded Joint filler. 3. For Depressed Monolithic Driveway Curb8 Gutter Section, see Standard Plan 10.4 2 STD. PLAN - 101 • PUBLIC WORKS CEMENT CONCRETE CURBS n DEPARTMENT _ ro munwnsuFwwL�NJPs.- - - -- _, _Y.IL�e _JLLtL -. 1ae Nort a IaF RarE s r oNJe ,1`eeuweo ,• w.Nsa+,ontlrn ce IeE aTO FW F1i ca a \ � •ia «ens e e t� FEE NDtF1 CFIlN1 cONCIlR J Iuiwn,w•n a cw4wmN FLaFspn, PrP� ace Nort 1, H FTO MNfF117 PLMVMW veal Will '. 'd€E'w01Fi6 - FrNraF. sit curt! nrPi WFaPANwNJ rm, r im icwFev*1FI _ .SECTION O ]FF atb...� i/ ImA. �} RB "e"A Nn DRr[xaNCe n it OAF t.I,Y _ - �. _�-eeyaWAle'ie�rwe REM IaORI SNDFMUWGA T[th GANEYMT w'nmwms sMCOA,.ow„1" i �I�wttFM. --II -, i CPAR cum a SUIT laea NOR 1i TYPE R 1 B - ISOMETRIC VIEW (RESIDENTIAL WITH BUFFER For NOTES STD. PLAN 104.2 G Q STD. PLAN - 104.3 PUBLIC WORKS CEMENT CONCRETE DRIVEWAY F'F'R I I)DEPARTMENT ENTRANCE - TYPE RiB r. ,.•eke l,rn-n�•rrra P,Ak. N':• A:1,.,..n.,tr Encompass ENGINEERING IS, SURVEYING Western Washington Division 165 NE Juniper Street, Suite 20l a IssaQuah, WA 98027 IT Phone: (425) 392-0250 Eastern Washington Division 407 Swiftwater Blvd. Is Cle Elum, WA 98922 ■ Phone: (509) 674-7433 3/0' PREMOLDED JOINT FILLER (TYP) URBa FRAMIERUNE TE i-8FHNCIR2 /8-R X 5111' DUMMY JOINT NCCWDM IN� AANNDa0UTTM W MIM ROADVOW TOPOF ' D ' AANBTbMWSECnON-WTINCLUUM ,'s• DICUMANOWrnMBIDITBA CILTONaAND -NOTRMDRM IN CURa ANO QUTTSRaD11Bi offNOMI CNN MilC omm SECTION O GENERAL NOTES: 1. The Intent of this design Is to fedlitate the removal of a catch basin WE minlinal dlstuftir a ; r of the CLf/b. 2. The expanslon Johns of the 9490 ASidewalk"I be'ad)ueted to be in - :I One wNh these, curb % I; expanaton Jotrda. ::� !'. • I fl ' I • r -; \ I ISOFjI 4C VIEW \vim/ CEMENT CONCRETE CURB PLAN - 101.1 PUBLIC WORKS INSTALLATION AT PRO) ' D: DEPARTMENT CATCH BASINS Kee, 0%4kox. DA . ( q ' CURB RAMP WIDTH 4'- 0" MIN. LANDING TO MATCH YCURB RAMP WIDTH - SEE CONTRACT PLANS LANDING LANDING I GRADE BREAK CURB RAMP GRADE BREAK SEE CONTRACT PLANS - CEMENT CONCRETE SEE CONTRACT PLANS - 4'- 0" MIN. SIDEWALK - SEE NOTE 5 4'-0"MIN I Ill PROVIDE SMOOTH TRANSITION CEMENT CONCRETE TO SIDEWALK WIDTH SIDEWALK - SEE NOTE 5 (TYP,) SEE CONTRACT PLANS - * 4'- 0" MIN. FLARE (TYP.) 3/8" EXPANSION JOINT (TYP.) -SEE 318" EXPANSION j CURB RAMP STANDARD PLAN F-30.10 v r JOINT (TYP.) - SEE I v STANDARD PLAN F•30.10 GRADE GRADE BREAK BREAK TRANSITION TO SIDEWALK BUFFER, IF PRESENT OR TO BACK OF CURB (TYP.) - . SEE CONTRACT PLANS CURB, OR CURB - - CURB, OR CURB - AND GUTTER - - - _ AND GUTTER - SEE NOTE 4 l DETECTABLE WARNING SURFACE - SEE NOTE 4 B FACE OF CURB SEE STANDARD PLAN F-45.10 FACE OF CURB MEASURED PARALLEL DEPRESSED CURB AND GUTTER - TO CURB (TYP.) CROSSWALK SEE NOTE 4 w 0 0 1O CONTRACTION JOINT (TYP,) - SEE STANDARD PLAN F-30.10 Z FOR CURB RAMP LENGTHS GREATER THAN 8'- O" PROVIDE LL PLAN VIEW CONTRACTION JOINT EQUALLY SPACED 4'- 0" MIN OC. Y TYPE PERPENDICULAR A TYPE M DETECTABLE WARNING SURFACE - (S SEE STANDARD PLAN F45.10 0 4'- 0" MIN 15, - 0" MAX. (TYP.) GRADE BR6 SLOPE TREATMENT - SEE CONTRACT PLANS SEE NOTE 7 COLIN SEE STANDARD PLAN F-30.10 * GRADE BREAK 5.0% f 7k=a T 1 LANDING CURB RAMP °• RAISED EDGE DETAIL ' ° siDEwuK LEVEL ..I 1? EXTEND SIDEWALK TRANSVERSE 1.7 r P 3. t ) PRENOLDE0 JDWI FUAR 1?(IMR I JOINTS TO INCLUDE RAKED EDGE Trp10AL WHERE APPLMiUIIL All R10 loY 1 IW JINJ R (TYP.j j FOR CURB DRAAS UY _ SEE STO RAN 10, Pt4 P, J STING ROADWAY 1' R •- �••!a� i StEE e<`u•�'- Lam' • CRVSHED ROCK RAS n � Y SEE RAISED EDGE I.-P SIDEWALK DETAIL -TINS SHE TYPICAL UNDER F CRUSIED 9IALPACWO TOP COURSE(CSTC) SIDEWALK 5 PA ALL ES MIN W S; i0 OY MODIFIED PBY sLGPFA WITH RAISED EDGE ENGINEER) 9 R) TYPICAL WANED er 1rt (a4RIIYPI GUTTTNEER)TYPCALUCM UNDER . CURB GUTTER a ITER TO E Ir T ICKNE _ M I r�� FOR CURB DETA'LS MATCH GUTTER ROADWAY RUSIIE ROCK �% SEE STU PLAN 10, MATCH WHICHEVER ROADWAY GREATER ER (TYP FOR ,H� '1 ALL CU a GUTTER GREATER (TYP FOR 2 •P TOP OF CONCRETE SURFACE e All( ADJACENT TO CURB 1. P t' P MIN DING I? (IN) R EITYP.I 1 FOR CURB DETARS SEE SID PLAN 101 eo BRIDGE OR PEDESTRIAN 5�SL U, RNUND � tN` FOR cuae oETAIls ADJACENT TO CURB BARRIER -SEE SIDEWALK SEE STU PLAN tot (STEEP FILL SLOPES) CONTRACT PLANS �� ----WALL OR BARRIER I I 1? (IN) R (TYP ) FwsH I I SIDFWALX 1!% e •• r• y 1? t4R VERTICAL WALL - SEE DETAIL Sro' RR PItEM0.DC0 7 JOINT FILLER p ADJACENT TO CURB AND RAILING OR WALL PRE&. JOINT FILLER FOR BIDE SUFFER STRIP TREATMENT SIDEWALK SIDEWALK ADJACENT TO WALL DETAIL SIDEWALK (SEE NOTE 10) SECTIONS 1?6hl R. 1 N W) FOR CURB DETAILS t!% 1.5%ML4 r BEE STD PLAN tot ,,, t BROWEDFINISH ) V. 1 ORANTCNIEXISTING ,D' 4•w10[SMOOTH S `�1 TROWELEDPERNETER FINISHED GRACE 1• R P O WTIN TOPOF CONCRETE SURFACE FOR PWlTilq -FLUSIt IF PAVED 1d'0 g•d ® �' CEAIENTDGUT ETCCURB OW ADJACENT TO BUFFER STRIP / / \.\ (Curet AND currER SRDsrN1 SEE IB PLAN I� �7 y wTov4' NOTES f1 t. Four loot of trio sidewan vndm shot L.�' be the mirllmUm pedestrian C(XJTRWALK JOINT a ',Fe,• Ira% l IN SIDEWALK ' , FT► eaesslola mute = hoe of wrti al , ► • ''?• �O .' and hort-tal Obstructions Grainigs, 6 "�; 'F 'e ACCESS COYers, Junction Boxes FULL-DCPTN WmsION JO NI IN BOTH Cable Vaults, Pull Boxes and other CURB AND SIDEWALK hit M AUN IOLI) appurtenances wthin the sidewalk `� fro• C CONTRACTION JOINT must be Rush with su face, and match Grade of tho sidewalk. JOINT AND FINISH DETAIL P•• 2, Manolnhlc Cemen[Concrete Curband 'a ••:',.f �• sidewalk IL not wromed In new For other referenced NOTES see . tong-tipn. When replacement work STD PLAN 1042. neto un. I Morlolithlc Cernl P� Concrete Curb build per WSDOT JOINT �� Standard Plan F-30AO-03_ Paved surfaces must comply whit E FULL-0EPTT1 3. Concrete to be 4.000 PSI. STET PLAN 102.1 as applicable. EXPANSION JOINT PUBLIC WORKS ;:R)DEPARTMENT CEMENT CONCRETE SIDEWALK STD. PIAN - 102 3�t' tC A NOTES CURB RAMP WIDTH 4' - MIN. 1. At marked crosswalks, the connection between the curb ramp and the road - LANDING E MATCH CURB RAMP R WIDTH -SEE CONTRACT PLANS wit must be contained within the width of the crosswalk markings. Y 9 I 2. Where "GRADE BREAK" is called out, the entire length of the grade break GRADE BREAK between the two adjacent surface planes shall be flush. 3 Do not place Gratings, Junction Boxes, Access Covers, or other appurten- ances on any part of the Curb Ramp or Landing, or in front of the Curb Ramp where it connects to the roadway. MIN SEE CONTRACT 4. See Contract Plans for the curb design specified. See Standard Plan PLANS - 4' - 0" MIN * F-10.12 for Curb, Curb and Gutter, Depressed Curb and Gutter, and BUFFER WIDTH -MATCH Pedestrian Curb details. TO CURB RAMP DEPTH I yr (TYP) 5. See Standard Plan F-30.10 for Cement Concrete Sidewalk Details. See I v. Contract Plans for width and placement of sidewalk. v 6 The Bid Item "Cement Concrete Curb Ramp Type _" does not include the adjacent Curb, Curb and Gutter, Depressed Curb and Gutter, Pedestrian yr Curb, or Sidewalks. / 7 The Curb Ramp length is not required to exceed 15 feet (unless shown CEMENT CONCRETE otherwise in the Contract Plans). When applying the 15-foot max. length, PEDESTRIAN CURB - SEE NOTE 4 the running slope of the Curb Ramp is allowed to exceed 8.3%. Use a single constant slope from bottom of ramp to top of ramp to match into DETECTABLE WARNING SURFACE - the landing over a horizontal distance of 15 feet. DO not include the SEE STANDARD PLAN F415.10 abutting landing in the 15-foot max. measurement. DEPRESSED CURB AND GUTTER 8. Curb Ramps and Landings shall receive a broom finish. See Standard CROSSWALK Specifications 8-14. L9. Pedestrian Curb may be omitted if the ground surface at the back of the Curb Ramp and/or Landing will be at the same elevation as the Curb Ramp or Landing and there will not be material to retain. PLAN VIEW ERPENDICULAR B LEGEND I/Vr4 WITH BUFFER) - SLOPE IN EITHER DIRECTION 1.5 OR FLATTER RECOMMENDED FOR * DESIGNIFORMWORK (2 % MAX.) 2 SLOPE - * * 7 5% OR FLATTER RECOMMENDED FOR DESIGNfFORMWORK (8.3% MAX.) OF ROADWAY 9.5% OR FLATTER RECOMMENDED FOR * * * DESIGNIFORMWORK (10% MAX.) T DEPRESSED CURB AND GUTTER - 1 SECTION OA SEE STANDARD PLAN F-10.12 CEMENT CONCRETE CURB RAMP "TYPE CEMENT CONCRETE CURB RAMP "TYPE CEMENT CONCRETE PERPENDICULAR "A" PAY LIMIT -SEE NOTE 6 PERPENDICULAR "B" PAY LIMIT - SEE NOTE 6 PEDESTRIAN CURB - SEE NOTE 4 DETECTABLE WARNING SURFACE - SEE STANDARD PLAN F45.10 3" R, TYP DEPRESSED CURB AND GUTTER - SEE NOTE 4 CEMENT CONCRETE CURB AND GUTTER - SEE NOTE 4 CURB RADIUS DETAIL O I ISOMETRIC VIEW TYPE PERPENDICULAR A PAY LIMIT REVISED PER ASBUILT SURVEY GO , z 5 REVISIONS PER FIELD CONDITIONS 4 REVISIONS PER FIELD CONDITIONS 38375 v� 3 REVISIONS PER CITY COMMENTS DATED 612312021 ` isT>; ��`" 2 REVISIONS PER CITY COMMENTS DATED 410712021 `SIGNAL nc: /n1 /one 1 N0. REVISION ISOMETRIC VIEW TYPE PERPENDICULAR B PAY LIMIT SCO0 1r+sy ill FA, 100 28680 O cll� 40 RCfSTBR� \� �S"ONAL /cII:I, .,run 'I'-Ito-N, a\I All PERPENDICULAR CURB RAMP STANDARD PLAN F-40.15-03 SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION 4f'l4riGZ. �� _ nI _ r J,ln _ �a •A1 Allik STATE DESIGN ENGINEER if Washington State Deporhnenl of TransporlaKon CP 04/17/2024 SURVEYED: SW CP 0911512023 DESIGNED: NEM CP 09/28/2022 CP 0710112021 DRAWN. TLK CP 0410812021 CHECKED: EDM BY DATE AP P R APPROVED: CA SCALE: NOTES 1, Not used 2 All ramp and landing edges shall be separately formed. 3 Utilities structures that must remain are to be made nonl or non-skid. •t Utilities structures such as vaults and junction boxes shall not be located In the Pedestrian Access Route (PAR) of the Pedestrian Cimulation Routa. 5 Drainage appurtenances, such as manholes, catch basins etc shall not be located in the PAR These shouts be located in the street or the buffer strip. G Accessible pedestrian access shall be provided for during construction, ✓ o STD. PLAN - 102.1 UTILITY PLACEMENT IN CEMENT CONCRETE SIDEWALK �� 17J N O uF areas ar,merm,n, walk wole Adnwvar.tw I 1' 1' VARIES 1' 1• IF... MIN I MIN I SPECIAL NOTE EVENTIN THE PATCHES WTHIN EAF AFFECTED STREET. THE LENGTH I I I OF THE PATCH SHALL BE EXTENDED TO I i INCLUDE ANY EXISTING PATCH WITHIN 10 FEET OF THE EDGE OF THE PATCH REWIRED FOR THE NEW CROSSING AND ANY SUBSEQUENT PATCH EDGE WITHIN 10 FEET OF THE EDGE OF THE SECOND PATCH AND I I SO ON UP TO A TOTAL OF 300 FEET . I i FACE OF GUTTER OR EDGE Or PAVEMENT I I TRAFFIC FLOW 2" HMA I I CENTER LINE OR I LANE LINE 2" TO 8" HMA III 6-5' MIN. 2' DEPTH OF PLANING OR SAWCUT AND REMOVE VARIES: 6.5MIN. 1' 1 ES i•� VAiI�-I 1 1' Ir DEPTH OF EXISTING PAVEMENT MIN I MIN I I MIN I MIN 1 2" I SAWCUT AND REMOVE OR PLANE, SEAL WITH AR-4000W 2" - 6" MIN, HMA (SEE NOTE 2) \6" (EACH SIDE) CRUSHED SURFACING tOP COURSE (CSTC) 2" HMA 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 WSOOT STANDARD SPECIFICATIONS OR NATIVE MATERIAL IF APPROVED IN WRITING BY ENGINEER 8ASED ON GEOTECH REPORT, COMPACTED TO 95% MOOIFJED PROCTOR. WIDTH OF TRENCH AS REWIRED BY SIZE OF PROPOSED IMPROVEMENT (SEE STANDARD SPECIFICATION 2-09.4) E FOR PLUS NEEDED, ALLOWANCE FOR ANY SHORING. SHORING. IF SHALL MEET THE REQUIREMENTS OF WSDOT PIPE ZONf BEDDING. MATERIAL- SEE STANDARD STAND STANDARD SPECIFICATION 7-08.3(i )B PLAN 110.1. TRENCH WIDTH FOR NOTES. SEE STANDARD PLAN 110.1 TYPICAL TRANSVERSE PATCH FOR STD, PLAN - 110 PUBLIC WORT DEPARTMENT FLEXIBLE FLEXIBLE PAVEMENT OR RIGID I` ��A,�� WITH OVERLAY li N/A ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M Know what's below. Call before you dig. vRi CITY OF RENTON Planning/Building/Public Works Dept. CEMENT CONCAFIE S CURB 6 GUTTER WE NOTE 31 CE1,OJf - 1Jm11ESSED MONOUTWC CONCRETE ` - CViB a GUTTER SIOEWALK % - EBEE DETAIL 743 StEM - TYPE C28 - ISOMETRIC VIEW - (COMMERCIA'. , WITH BUFFER) NOTES I. When a dnvewsy width exceeds 15 fees Construct a full depth expenslon )dnl YrtM 3J8' pint roar abnQ tha dIY Wr1B Ilnas TACOr 4aa (see old plan 102). Construct expansion )oinx parallel with the am C oan,Nne as requlmd at 1S maximum spacing when divawey CONT1w- -oN jom - width* exceed 30'. •mR'V1E9 1a r b 1R R ID,pNMY 2 See slid. plan 102 for sidewalk details _ 1 3. Curb and gutter shown, other curb deslgnia may be specified. • ' : I See etd. plan 101 for Curb details. t► 4 Not used I - I- Y- 5. The engineer will design all driveways to Include elevedons at all r --i NVTIL ONNMVLmneaw IWAHB h points marked with symbol 'X'. Alt ebva',io" ere at the back of DEPIWSM 1p OLnl` CCLMS OU" IER DLZK curb top on uphill side. 6 ND: used 7 For Driveway Widths see DRIVEWAY STANDARDS (See NOTE 10). The expansion jovils (see s:d plan 102) shall De spaced as shown In the CarcesptxldRp Yome'J1c New. B. Slopes shall comply with seo'Jona R303.2_1 or R3032.2 or FACE OF ADJACENT CURB R3D32.3 of the Revised Draft Guidelines for Accessible Public - 1• Rights-af-Way of Nov®bit 23, 7005 (PROWAO). ' 9. Curb ntuma far any Type C-MAX Driveway may be approved on 1'R _ a cessrtly taee base; i� y--oURER SURFACE 1' R 10 STREET STANDARDS - Renton Municipal Cede (RMC) ', J TNe IV Development Regulations • ..' CRAM 6 STREET AND UTIUTY STANDARDS ` Secflan 41606C STREET STANDARDS DEPRESSED CURB DETAIL A r RESIDENTIAL OR CONT ERCIAL DR.'VEWAYS, AND ALLEYS DRIVEWAY STANDARDS - Renton Muraclpal Code (RMC) _ Tide IV Development Resulauoro DIIVeWay Examplo: TYPE C1 B l CHAPTER 4 R•IYslaelel C-OMlwwal CITY WIDE PROPERTY DEVELOPMENT STANDARDS IeaerdWlr. - Section 4J-080 PARKING, LOADING AND DRIVEWAv (IEAMIsL�sCF•mwda0 REGULATIONS M4sseYlaYla ssP1 8rI1s•lbBLaM1r PUBLIC WORKS CEMENT CONCRETE DRIVEWAY 6M. PLAN - 1042 Q E/fy�jl a DEPARTMENT ENTRANCES -NOTES AND DETAILS LANE LINEVARIES: 4.5' MIN. MARKING SAWCUT AFTER BACKFILL DEPTH OF EXISTING PAVEMENT 2" - 6" HMA (SEE NOTE 2) 1• - D F EDGE 0 P AVEMENT. EDGE 1 OF CURB & OR MIN. MIN. CENTER OF LANE MGUTTER,ARKING 2" HMA (SEE NOTE 2) 6" CRUSHED SURFACING TOP COURSE (CSTC) (9-03.9(3)) PER WSDOT STANDARD 2" SAWCUT AND REMOVE SPECIFCATIONS, 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 GEDTECH REPORT, COMPACTED TO WIDTH OF TRENCH AS REQUIRED BY SIZE OF 0 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 IT 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 p4 SIEVE AND LESS THAN 5% PASSING A y200 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 J" PG 64-22 AND MATCH EXISTING THICKNESS AND IN NO CASE LESS THAN V. RESIDENTIAL ACCESS STREETS - HMA CL I" 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, PLAIT - 110.1 PUBLIC WORKS FOR FLEXIBLE PAVEMENT OR DEPARTMENT RIGID PAVEMENT WITH OVERLAY 1 R-411511 IN COMPLIANCE WITH CITY OF RENTON STANDARDS SKYHORSE SHORT PLAT PR 17- 000438 ASBUILT CONSTRUCTION DETAILS Q J 0 Z Lv C/� DATE: 0611712024 FIELDBOOK: PAGE: O DRAWING NO: 22587 SHEET: OF: 13 20