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HomeMy WebLinkAboutR-435439LO Nt I O r) W FACE OF CURB 6" _ CEMENT CONCRETE _ 12"R. I" R. SIDEWALK RAMP OR LANDING -612"` VARIES $121; V RAISED EDGE DETAIL 11-0" 6-1 SIDEWALK LEVEL �.J 11T TEND SIDEWALK TRANSVERSE 1'-D' l'-0• Y8•(IN) PREMOLDED JOINT FILLER 1n- I JOINTS TO INCLUDE RAISED EDGE TYPICAL WHERE APPLICABLE ON) ROU DING 2.0% 1 1n (IN) R (TYP.) • •, FOR CURB DETAILS 1.576 SEE STD PINJ 101 ' OOMO ,_ ,' 6"` 112" R. 1" R. 6 1 L TOP OF T • CD 1/2"R. ROADWAY 3/8"PREMOLDED JOINT FILLER T l iv m , `-� er 1' (N) R '• pt1 �•ii� ROADWAYEXISTING CRUSHED ROCKAS1:24 l .t;•r,.. �`- SEE RAISED EDGE L -=----=- DETAIL - THIS SHE TYPICAL UNDER T. SIDEWALK CRUSHED SURFACING TOP COURSE (CSTC) ALL CUT SIDEWALK OMPACT TO 95% MODIFIED PROCTOR SLOPES MIN. WITH RAISED EDGE (UNLESS REQUIREMENT WAIVED BY ENGINEER) TYPICAL UNDER ALL CURB, 9 ! CEMENT CONCRETE ' % CURB oGUTTER -� CEMENT CONCRETE J 112'(IN)R'mP•) GUTTER BSIDEWALK CSTC UNDER 1 PEDESTRIAN CURB C 2.0% 1 FOR CURB DETAILS CURB 8 GUTTER TO BE 6 THICKNESS OR - < 1.5% SEE STD PLAN 101 MATCH EXISTING ROADWAY CRUSHED ROCK 01L - BASE, WHICHEVER IS GREATER (TYP. FOR CEMENT DEPRESSED MONOLITHIC 1 AT SIDEWALK RAMPS AND LANDINGS T 1 - 6" 1� &W. �L •• t . ALL CURB &GUTTER) fV FINISHED GRADE VON) BELOW BID ITEM (INCLUDES SIDEWALK RAMPS) 8' MIN. VARIES (SEE NOTE n CAE CURS 8 GUTTER %� j ' SIDEWALK / (SEE DETAIL THIS SHEET) / \ FACE OF ADJACENT CURB �'P 1 TOP OF CONCRETE SURFACE r-�' SIDEWALK 8' MIN. (SEE NOTE B) (SEE NOTE B) / CEMENT CONCRETE - 6 12" TRAFFIC CURB AND GUTTER _ SEE DEPRESSED CURB DETAIL THIS SHEET ADJACENT TO CURB V V V.01 MIN 1n IN R. ROU DING ( ) ) r DRIVE10 LF OF PAVEDWAY IRE •`p` _ TYPE C28 -ISOMETRIC VIEW ti / ( ) COMMERCIA , WITH BUFFER 1 FORCURBOETAILS _2.0% .� 1.5% SEE STO PLAN 101 3/8' EXPANSION JOINT mP-) CEMENT (SEE STD. PLAN 102) FACE OF ADJACENT CURB 1.24 ' • {I'':. CONCRETE SIDEWALK �g �, ,1 6 12" TOP OF - -- FLUSH WITH GUTTER 1• 12"R. ROADWAY PAN AT SIDEWALK T T RAMP ENTRANCE 2 BRIDGE ORPEDESSTRRAILI� ��aa� y�r _� N 1' ADJACENT TO CURB1 FOR cuRe oErals SIDEWALK SEE STD PLAN 101 (STEEP FILL SLOPES) SEE NOTE 5 L NOTES y W1dth exceed$ 15 feel, construct a full depth 1. When a dnveweBARRIER-SEE 1:12 1:24 1 OF 12• R. ROADWAY ► CONTRACT PLANS ALL OR BARRIER 1n (IN) R. (TYP.) slolewAIJ< 1.5X1/2' J, AEITY1V (see std, plan 102). Construct expansion joints parallel with the WE:°DEPRESSED LltB DETA L expansion joint with 3/8' joint filler along the driveway lane lines FasOFweTOP Den•.erflne as required at 15' maximum spacing when driveway CONTRACT oN JONT _°1� on n'°SHEET 1RTROPOFFLUSH STD PLAN 102 WldthS exceed 30'. rt,-qr L DEPRESSED CURB SECTION t° N)R. VERTICAL WALL - i. '�l'ny?• '' }'- SEE DETAIL e 'JOINT SEENOTE7 CEMENT CONCRETE RAB CURB a GUTTERp...•SLOP(SEE NOTE 3) V8*CONTRACTK JOINT(TYP.) ( SEE STD. PLAN 102) 2. See std. Ian 102 IGr sidewalk details - ----� fADMY 3. Curb and guUer shown, other curb designs may be specified. AT RESIDENTIAL DRIVEWAYS ONLY. T FOR COMMERCIAL DRIVEWAYS SEE STD PLAN 104.2 FILLER Tr PLAN VIEW (TYPE C3 SHOWN, C1 a C2 & C-MAX SIMILAR) See aid. plan 101 for curb details. 1 • 6" TO CURB AND RAILING OR WALL B'(IN) FILLER (SEE NOTE 9)ADJACENT 4. Nol used r ^ DEPRESSED CURB SECTION FACE OF CURB AT SIDEWALK RAMPS 6 112" ' _ JOINT TREATFOR MENT, BUFFER STRIP TREATMENT SIDEWALK SIDEWALK ADJACENT TO WALL DETAIL SIDEWALK (SEE NOTE 10) SECTIONS tn'(IN) R. 1 RYP_) FOR CURB DETAILS VARIES (SEE NOTE 10) 8.3%MAX. SEE NOTE 8 (TYP). : ` ' '. • • . �.IA...N 5. The engineer will design all driveways to Include elevations at all NOTE CRNIEWAY LONGITUDINAL EARANIM C LL CURB points marked With symbol 'X'. All elevations are at the back of JOINTS MONL BEOLITHIC DEVRESSED FLAONOLfTHIC CURB 8 GUTTER OETAJL curb top on uphill side. .1.5%MIN. SEE STD PLAN10110'MIN. 1/2"R. 1" R. ,.......,.�:: / FINISH 0•MIN. 10'MIN.3/8' CEMENT CONCRETE••\':GROOMED 6. NOtUsed FACE OF ADJACENT CURB 1 1 TOP OF OR MATCH EXISTING ' 0• 4• WIDE SMOOTH SIDEWALK 3B' JOINT (iYPJ SECTION A (SEE STD. PLAN 102) O SIDEWALK WIDTH 7 For Driveway Widths see DRIVEWAY STANDARDS y ROADWAY P, 4 ' ��• • ' GUTTER SURFACE T ', O ••P • cam• TO • I •P S © TROWELED PERIMETER FINISHED GRADE V (IN) BELOW TOP OF CONCRETE • 1 SURFACE FOR PLANTING - FLUSH IF PAVED Q• tQ'' a CEMENT CONCRETE CURB `• - (CURB AND GUTTER SHOWN) 1D% DIFFERENCE N SLOPE MAX 112'R(TYP.) DRIVEWAY W1 SmVE SLOPE (SLOPE SHOWN EXAGGERATED) 1.5% - p DRIVEWAY (See NOTE 10), The expansion joints (see s1A plan 102) shall be spaced as shown In the corresponding Isometric view. 8. Slopes stall comply with sections R303.2A or R303.2.2 or _ - FACE OF ADJACENT Cures • ► • f t • s ' _ ADJACENT TO BUFFER STRIP FOR CURB DETAILS p' ��.e SEE STD PLAN 101 10 MIN. DRIVEWAY W/RELATIVE r ° , BEE DETAIL ON BTD PW110/.2 NEGATIVE SLOPE (SLOP SHOWN EXAGGERATED) R303.2.3 of the Revised Draft GuideUnes for Accessible Public RlFtlts-0of- W 8y Uf NOY�ba 23, 2005 (PROWAO). {l1�- l PREMOLDED JOINT FILLER T © /> / / SECTION- /� 1" R' E FULL S,,O• ����/// ' `�� 9. Curb returns for any Type C-MAX Driveway may be approved on -DEPTH 8 1/4" E, T 7 a case -case basis. _ ;---GUTTER stJRFACE \ EXPANSION JOINT - - 1" R. Z 1/8' TO 114• NOTES / \\` / �� CEMENT CONCRETE *�yc CURB B GUTTER \�- 1• R CEMENT CONCRETE / > 1. Four feet of the sidewalk width shall © / (SEE NOTE 3) 10. STREET STANDARDS - Renton Municipal Code (RMC) \ TRAFFIC CURB CONTRACTION JOINT .. • • be the minimum pedestrian IN SIDEWALK ONLY ► J accessible route (PAR) free of vertical ► �o ! -� -p Title IV Development R ulations °p and horizontal obstructions. Gratings, ► "•!NOLITHIc CHAPTER 6 STREET AND UTILITY STANDARDS DEPRESSED CURB DETAIL Access Covers, Junction Boxes, FULL -DEPTH EXPANSION JOINT IN BOTH \ CURB AND SIDEWALK (SEE STD PLAN 1D1.1) Cable Vaults, Pull Boxes and other � s� oF� R CEMENT AIL, STD. PLAN 104.2) CONCRETE •.,.;•: ,..,.., Section 4."60STREET STANDARDS DEPRESSED CURB DETAIL AT RESIDENTIAL OR COMMERCIAL DRIVEWAYS, AND ALLEYS appurtenances within the sidewalk 3re C CONTRACTION JOINT must be flush with surface, and match 9� grade of the sidewalk. JOINT AND FINISH DETAIL . 2. Monolithic Cement Concrete Curb and ' •0 O', SIDEWALK TYPE C2 - ISOMETRIC VIEW For NOTES see STD. PLAN 104.2 AT RESIDENT LAL OR COMMERCIAL DRIVEWAYS, AND ALLEYS DRIVEWAY STANDARDS = Renton Municipal Code (HMC) Title IV Development Regulations Driveway Exempts. TYPE C18 CHAPTER 4 R-ReeldenW, C-GONWWttW i GENERAL NOTES: •J� Sidewalk is not permitted In new For other referenced NOTES see , ' construction. When replacement work STD PLAN 104.2. R ' CITY-WIDE PROPERTY DEVELOPMENT STANDARDS Number of LarLea, (�-1 Lane Cortvrorosr) 1. See standard plans 102 and 101.1 for curb expansion and contraction pints acin p P 1 spacing. necessitates a Monolithic Cement Concrete Curb build per WSDOT PREMOLDE Section 4 4-080 PARKING, LOADING AND DRIVEWAY 6 �uI1Br tpynynp $°1p) BIMLPI�O 81Jfhr - REGULATIONS 2. Expansion joint shall be full depth, 3/8" (in.) premolded joint filler. Standard Plan F-30.10-03. Paved surfaces must comply with JOINT FILLER 3. For Depressed Monolithic Driveway Curb & Gutter Section, see Standard Plan 104.2 STD PLAN 102.1 as applicable. E FULL -DEPTH 3. Concrete to be 4,000 PSI. EXPANSION JOINT PUBLIC WORKS DEPARTMENT CEMENT CONCRETE DRIVEWAY ENTRANCES - NOTES AND DETAILS SM. PLAN - 104.2 • PUBLIC WORKS CEMENT CONCRETE CURBS STD. PLAN - 101 STD. PLAN - 102 • PUBLIC WORKS CEMENT CONCRETE 1 ('f'(t(!1 FD P �O♦ _ PLAN 104 PPRO D: DEPARTMENT 1 .� SIDEWALK DEPARTIviENT�r JC 7 PUBLIC WORKS DEPARTMENT CEMENT CONCRETE DRIVEWAY' ENTRANCE - TYPES C1 C2 C3, and C-MAX ATE COR STD PLAN 104 - CEMENT CONCRETE NTS NTs NTs NTS COR STD PLAN 101 - CEMENT CONCRETE CURBS COR STD PLAN 102 - CEMENT CONCRETE SIDEWALK 2 DRIVEWAY ENTRANCE - TYPES C1 C2 C3 AND C-MAX COR STD PLAN 104.2 - CEMENT CONCRETE DRIVEWAY ENTRANCES -NOTES & DETAILS 1' 1' VARIES MIN MIN MIN MIN I � I SPECIAL NOTE: F EXISTING ASPHALT, NEW CURB IN THE EVENT TRANSVERSE PATCHES EXIST II ( VARIES: 4.5' MIN. LANE LINE PAVEMENT &GUTTER (SEEONOTE 2) WITHIN THE AFFECTED STREET, THE LENGTH I T r. i MARKING SAWCUT AFTER BACKFILL OF THE PATCH SHALL BE EXTENDED TO i INCLUDE ANY EXISTING PATCH WITHIN 10 ! .k �, •. { FEET OF THE EDGE OF THE PATCH REQUIRED 1 FOR THE NEW CROSSING AND ANY I I' DEPTH OF EXISTING PAVEMENT SUBSEQUENT PATCH EDGE WITHIN 10 FEET I OF THE EDGE OF THE SECOND PATCH AND T 4,' SO ON UP TO A TOTAL OF 300 FEET. FACE OF GUTTER OR I••,. 6 EDGE OF PAVEMENT I I °Lcrrrt/a,lacluces#IoewAlxwlarr - - -' Woes► � vA�y�E1tONtrl a - SAWCUT (SEE NOTE 2) ' I -k I. 2" 6" HMA - LOir# PAa�D Da.,nN1Yi¢{JLQ T - ~ °•' '° '.I EDGE OF PAVEMENT, EDGE (SEE NOTE 2) 1' 1' TRAFFIC FLOW FSILxEir+AL OF CURB &GUTTER, OR MIN. MIN. CENTER OF LANE MARKING 14r'axvr s'E+g�LYI^rrl l r •d 2" HMA I I CENTER LINE OR 2" HMA (SEE NOTE 2) 6" CRUSHED SURFACING TOP COURSE - 1� LANE LINE (CSTC) (9-03.9(3)) PER WSDOT STANDARD R l 2" TO 6" HMA 2" SAWCUT AND REMOVE SPECIFCATIONS, COMPACTED TO 95% OR PLANE, SEAL WITH MODIFIED PROCTOR I 7 : i SEi"BYE 5` 1� A w AR-4000W N CSTC, BANK RUN GRAVEL FOR TRENCH BACKFILL (9-03.19), GRAVEL BORROW (9-03.14(1)) PER ' N { - ARTERIAL STREET_ MINIMUM WSDOT STANDARD SPECIFICATIONS OR NATIVE = 7" HMA (or ACP Closs B) 6.5' MIN. 2" DEPTH OF MATERIAL IF APPROVED IN WRITING BY ENGINEER BASED ON GEOTECH REPORT, COMPACTED TOI WIDTH OF TRENCH AS REQUIRED BY SIZE OF 95% MODIFIED PROCTOR. = � •- (SEE NOTE 1), OVER 6" CRUSHED ROCK PLANING OR SAWCUT AND REMOVE 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 5DENOTE I RAW WTTx 1� 1i' [ B y eLrRasaLrnr .' SLd1PE jjYR RESIDENTIAL STREET MINIMUM VARIES: 6.5' MIN. 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 �ILLosExls 1 C°K'*r'Lc"t1H'ov+'n'PI arrEt sto TgArl ,c; 4" HMA (or ACID Class f3) (SEE NOTE 1), OVER 1' 1' 1' 1' DEPTH OF EXISTING PAVEMENT * FOR SANITARY SEWER, PER STD PLAN 405 6" CRUSHED ROCK VARIES MIN I MIN MIN I MIN * FOR JOINT UTILITY TRENCH, SAND WITH 95% rTYPe c7 sHOLrEPt n #t� a CJWGL su.1)uw) (SEFNrOTE 1) I TRENCH WIDTH PASSING A #4 SIEVE AND LESS THAN 5% PASSING A #200 SIEVE '- ft;F1YS1T13 _ a Nt LIEµ, Fr 097q 6 ix. 2" SAWCUT AND REMOVE ` OR PLANE, SEAL WITH 2" - 6" MIN. HMA (SEE NOTE 2) NOTES: _ NOTES: 1. MUST MATCH EXISTING THICKNESS IF GREATER. AR-4000w I 1. WHEN EXISTING PAVEMENT IN A LANE REQUIRING A FULL WIDTH REPLACEMENT IS BROKEN OR DETERIORATED 1 ' Nr+,rr1'T� uvulaa•1yj (EACH SIDE). 6" CRUSHED SURFACING TOP COURSE (CSTC) 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 ' `�` MEEMarl! 31 y i. e+u•+w„'xr 4Lr *+*•L ar c11DN w 1'"+ kmIh� scrxl crxaTH 0 17 RITY1ri �{ 2. SAWCUT SHALL BE POSITIONED 1' - 0" BEYOND EDGE OF DAMAGED PAVEMENT. PER WSDOT STANDARD 2" HMA SPECIFICATIONS, SPECIFICATIONS, COMPACTED TO 95% MODIFIED PROCTOR.' 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 - Lam$}FreeMILINSLO•[1J1u�- I , bb.117WATW S%kO IB.DRY •6YAOLY-113 +f+1 r.TM . �, �_ "' �` 3. THE INTENT OF THIS DESIGN IS TO DESCRIBE PAVEMENT PLACEMENT AT 'THE GUTTER FACE. SEE STANDARD PLAN SAWCUT AFTER BACKFILL (EACH SIDE) SHALL BE HMA CL J" PG 64-22 AND MATCH EXISTING THICKNESS AND IN NO CASE LESS THAN 6". , • onkEealr J•y� IrWI � . FOR CEMENT CONCRETE CURBS. ` r CSTC, BANK RUN GRAVEL FOR TRENCH BACKFILL (9-03.19), GRAVEL BORROW (9-03.14(1)) PER WSDOT STANDARD SPECIFICATIONS OR NATIVE RESIDENTIAL ACCESS STREETS - HMA CL PG 64-22. THE THICKNESS SHALL BE THAT OF THE EXISTING D11wsr+A. r RfsATRif ~~ MATERIAL IF APPROVED IN WRITING BY ENGINEER PAVEMENT SECTION AND IN NO CASE LESS THAN 4". BASED ON GEOTECH REPORT, COMPACTED TO 95% MODIFIED PROCTOR. WIDTH OF TRENCH AS REQUIRED BY SIZE OF PROPOSED 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 & - = r j For NOTES sea 57D PLAN tll4 2 SM. PLAN 103 C'■n�O'r PUBLIC WORKS CURB AND GUTTER \ PPRO D: -E�� ` IMPROVEMENT (SEE WSDOT STANDARD SPECIFICATION 2-09.4) PLUS AN ALLOWANCE FOR ANY SHORING. SHORING, IF PIPE ZONE BEDDING, MATERIAL- SEE STANDARD GUTTER SHALL BE REMOVED AND REPLACED, OR THE SHOULDER SHALL BE PLANED OR REMOVED AND OVERLAID WITH HMA. DEPARTMENT REPLACEMENT DETAIL Z 'p��p ATE NEEDED, SHALL MEET THE REQUIREMENTS OF WSDOT PLAN 110.1, STANDARD SPECIFICATION 7-08.3(1)B TRENCH WIDTH 4. IF TRENCH UNDERMINES EXISTING SIDEWALK AND/OR CURBS, THEN THE SIDEWALK AND/OR CURB SHALL BE REPLACED FROM EXPANSION JOINT TO EXPANSION JOINT. NTS Q COR STD PLAN 103 - CURB AND GUTTER REPLACEMENT DETAIL V FOR NOTES, SEE STANDARD PLAN 110.1 5. IF TRENCHING THROUGH EXISTING DRIVEWAY OR SIDEWALK RAMP, THE DRIVEWAY OR SIDEWALK RAMP SHALL BE REPLACED TO MEET ADA STANDARDS. „ PUBLIC WORKS "�► DEPARTMENT TYPICAL TRANSVERSE PATCH FOR FLEXIBLE PAVEMENT OR RIGID SM. PLAN - 110 PUBLIC WORKS DEPARTMENT TYPICAL LONGITUDINAL PATCH FOR FLEXIBLE PAVEMENT OR SM. PLAN - 110.1 PPR 'ID PF'R VED PAVEMENT WITH OVERLAY ��� RIGID PAVEMENT WITH OVERLAY IAE 10 ! * t PUBLIC WQ#�I S DEPARTMENT CEMENT CONCRETE DRIVEWAY ENTRANCE - 'TYPES CID, C2B, - IN COMPLIANCE WITH CITY OF RENTON STANDARDS i'IT0, is i) C38, and C-MAXB (WITH BUFFER) COR STD PLAN 110 - TYPICAL TRANSVERSE PATCH COR STD PLAN 110.1 TYPICAL LONGITUDINAL PATCH COR STD PLAN 104.4 - CEMENT CONCRETE DRIVEWAY NTS - NTS NTs FOR FLEXIBLE PAVEMENT OR RIGID PAVEMENT WITH OVERLAY 5 FOR FLEXIBLE PAVEMENT OR RIGID PAVEMENT WITH OVERLAY 6 ENTRANCE - TYPES C1 B C2B CA AND C-MAXB WITH BUFFER 7 1 1 1 T ARCHITLCTURL + PLANNING + DESIGN 6211 ROOSEVELT WAY NORTHEAST SEATTLE, WA 98115 tel: (206) 522-3830 fax: (206) 522-2456 1932 First Ave Suite 500 M M Seattle, WA 98101 p. 206.725.1211 f. 206.973.5344 engineering pIIc WWW.Ipdengi t"J t-J O O O N Q Z) J PERMIT RESUBMITTAL No. Description Date: 6 City Comments 8/21/2025 Project Title: H o Z LV 2 O - Z a Q � Qo 44 Z W Q Z LU Z z O LU w or- LL1 Z o H LU L Sheet Title: PAVING & UTILITY DETAILS Scale: As indicated Project No.: 21-12 Date : 08/21 /2025 Sheet Number: Cm404 R-435439