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HomeMy WebLinkAboutR-4091140 I r W I- 6' CEMENT CONCRETE 12' R. V R. SIDEWALK RAMP VARIES OR LANDING FROM i 6'TOO 1 6' 1 3J8' PREMOLDED JOINT FILLER CEMENT CONCRETE PEDESTRIAN CURB AT SIDEWALK RAMPS AND LANDINGS FACE OF ADJACENT CURB 61fr SEE DEPRESSED CURB DETAIL THIS SHEET 1:24 TOP OF I T 1, ROADWAY 2' 1 1 1 �t 1 -6. ` DEPRESSED CURB SECTION AT RESIDENTIAL DRIVEWAYS ONLY. FOR COMMERCIAL DRIVEWAYS SEE STD PLAN 104.2 FACE OF CURB 6 1 t2'- 512"_ V �J 12' R. 1 • R. I FACE OF ADJACENT CURB 1 1 TOP OF ROADWAY Tr 4 10! GUTTER SURFACE� PREMOLDED D JOINT FILLER E FULL -DEPTH EXPANSION JOINT FACE OF CURB _ 6 12'� 1' R. 124 TOP OF =' 12"R. ROADWAY 1 1 T 1 6" CEMENT CONCRETE TRAFFIC CURB AND GUTTER FACE OF ADJACENT CURB 6 1J2" -- FLUSH WITH GUTTER PAN AT SIDEWALK RAMP ENTRANCE 1 12 1:24 TOP OF 12'R. ROADWAY r � 1 of DEPRESSED CURB SECTION AT SIDEWALK RAMPS 318' i 'v r 8 I w- 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 spadng. 2. Expansion joint shall be full depth, 3/8" (in.) premolded joint filler. 3. For Depressed Monolithic Dmeway Curb I Gutter Section, see Standard Plan 1042 STD. PLAN - 101 • PUBLIC WORKS DEPARTMENT CEMENT CONCRETE CURBS � S' RAISED EDGE DETAIL 11-V 6-SIDEWALK LEVEL ,I 1� EMEND SIDEWALK TRANSVERSE 1' • D' V • D' 316' (IN) PREMOLDED JOINT FILLER 1t2'(IN)R I JOINTS TO INCLUDE RNSED EDGE TYPICAL WHERE APPLICABLE ROU DING 2056 1 1rr (IN) R. (TYP.) FOR CURB DETAILS •Y • • , + 1 ) 1.5% _ SEE STO PLAN 101 'I 1' N R. 1 • ! s� •.•%ISTING ROADWAY 'bC(I ) /G sx, _ _ t/ / CRUSHED ROCK SAS SEE RAISED EDGE 1'-0'• SIDEWALK DETAIL -THIS SHE LTYPICN. UNDER CRUSHED SURFACING TOP COURSE(CSTC) ALLCUT MIN. SIDEWALIC�K OMPACT TO 95% MODIFIED PROCTOR SLOPES] WITH RAISED EDGE (UNLESS REQUIREMENT WANED BY `// 12• IN R. ENGINEER) TYPICAL UNDER ALL CURB, ( ) (TYP.) GUTTER 5 SIDEWALK CSTC UNDER 2' _ FOR CURB DETAILS CURB 8 GUTTER TO BE B' THICKNESS OR ~ 1 ^ 1.5X SEE STD MATCH EKISTING ROADWAY CRUSHED ROCK 101 BASE, WHICHEVER IS GREATER MM.. FORPLAN AH�trER • ' ....., ••r ALL CURB 8 GUTTERI. FINISHED GRADE IN) BELOW l" 1 TOP OF CONCRETEE �URFACE 2'•0' SIDEWALK ADJACENT TO CURB 1. D' 1. D' MIN 1/7(IN) R. Mm ) ROU DING ` FOR CURB DETAILS SEE STD PLAN 101 BRIDGE OR PEDESTRIAN St,FS3I`�i '-`�T''//••lY��� RAILING •M' �xr FOR CURB DETAILS ADJACENT TO CURB SIDEWALK SEE STD PLAN 101. (STEEP FILL SLOPES) COBARRIER-SEE NTRACT PLANS Z---WALL OR BARRIER 1R• (IN) R. (TYP.) / FLUSH / I SIDEWALK • �� 1Jr MR, VERTICAL WAIL- •�1A1`�` SEE DETAIL • • - 0/6JOI PFILLER ED JOINT FILLER , ADJACENT TO CURB AND RAILING OR WALL PRRafaol:o JOINT FILLER FOR SIDE TREATMENT SIDEWALK BUFFER STRIP SIDEWALK ADJACENT TO WALL DETAIL SEE'BTRET (SEE NOTE TQ SIDEWALK 1rz• ONl R SECTIONS 1 , (TIP) FOR CURB DETAILS 1.5%MIN. SEE STD PLAN 101 ,y, •� " ' j-"' BROOM FINISH •� DUX ,;!4;e: •: OR MATCH EXISTINO �! JAl'N't'- / ,g• 4•WIDE.SMOOTH 5' © TROWELED PERIMETER FINISHSURFACE FGRADE IOR )PLANTHHG-F USHOIFCRETE PAVED 0, 0/ CEMENT CONCRETE CURB ADJACENT TO BUFFER STRIP (CURB AND GUTTER SHOWN) / FOR CURB DETAILS J BEE STD PLAN 101 / 5, .0" NOTES 1. Four feet olthe sldowalkwidth shall G N�oNroEubatONLY . . ► . aocessiblo route (cow; free of vertical ,•► •� .?• ro •.'• s•.; R and horizontal obstructions. Gratings, FULL -DEPTH EXPANSIONJOINT IN BOTH ' •� AGCe35 Covers, Junction Boxes, CURB ANDH SIDEWALK NSIO F STD PUN BOTH Cable Vaults. Pull Boxes and other s, appurtena riles whhin the sidewalk iok� are' 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. necessitates a Monolithic Cement Concrete Curb bulld per WSDOT JOJOINTINT FILLER R Standard Plan F-30.10.03. Paved SUrfaCQS must Comply With E FULL -DEPTH 3. Concrete to be4,000PSI. STD PLAN 102.1 as applicable. EXPANSION JOINT 1111, PUBLIC WORKS CEMENT CONCRETE STD. PLAN - 102 DEPARTMENT SIDEWALK I1 Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (IDNT,ND,OR,WA) �. P I ED/ �O of WASyi SC1 � 1 tic 3232 �SS�ONAL 13,21 8 NE 9/4 SECTION 14, TOWNSHIP 23 N, RANGE 5 E, W.M. MAPI.E HIGHLANDS -VANMR2 3Jetir x I5/e'01304MY "NT aEE-,3T c _. 2' - 0' I I I I 318' PIR0JI7LDED MNT FLUOR C,2 L _ _ J C6k1rFTTocNcr4r•Te I- -I CURB AND GUTY4R f• PLANY14EW W# L.S f TGIF 13, 7 1` (Lm) IIr R. 1' R. rFg01 FRPMEAN04P45TE-lXa IWJJD0 A08�f �� N OJr1! JSI10 f#Ur'rER IaD r1G1,1 a' 'o 4GP OF R %Y i RIA%MAT . y ...• ADJUWWNiinGTiON-NWDAYUDM N M GUR1BAND GU= SIDT1E7A r .• CATCH 6Aa1N - NOT *C,. UOFD n3 0VmsAJaa GvrrER eD Irm r� J SECT10I J 0 r T116 k t ilt &this doeign is to farilitza the n-TlovW of a catch baisin wiM Inlnlmal dfaturhsrme of the curb. The expanslon 0k is of ffle adjllleent aldowal k shall / 1 be adjusted tD be In Ilne wIU1(haw curb { expar%Lon JoIrAs I I h ti I IEDWT<NC MEW M. i� 1011 CEtIYIlNT f;.OltilCtllETE CURB # , PUtlL(G WORK!5 INSTALLATION AT Pl�o 'ED: I]F;PAf27'}A:"yI CATCH BASINS pe IL T ? . '7.' \ CEMENT CONCRETE SIDEWALK 2 S' \ DEPRESSED MONOU74C CURB I GUTTER (SEE DETAIL THIS SHEET) TYPE C2B - ISOMETRIC VIEW (COMMERCIA'., WITH BUFFER) NOTES 1. When a driveway width exceeds 15 fee:, Construct a full dep,h expansion joint wtth 3/8' joint filter ebng the driveway lane Ilnes (see std. plan 102). Construct expanslon )o)ns parallel w)th the cen••ertlne as required at 15' maximum spacing when driveway widths exceed 3a. 2. See std. plan 102 for sidewalk detalls. 3. Curb and gutter shown, other curb designs may be specified. See std. plan 101 for curb detells. 4. Not used 5. The engineer will design all driveways to InCude elevaJons at all points marked with symbol "X'. All elevaJons are at the back of curb top on uphill side. 6 Not used 7. For Driveway Widths see DRIVEWAY STANDARDS (See NOTE 10), The expansion joints (see std. plan 102) shall be spaced as shown In the correapondlrlg IBQmeJk New. CEMENT CONCRETE CURB I GUTTER (SEE NOTE 3) r fllQOf d:1B TEE C SEE OEFREBa®pga DETAJ CONTRACT ON JONT our oN n•is 3--" $TO PLAN 102 *, la 1fJ' R TOPOF % - 110AUWA. Ur Nor-- DRIVEWAY LONGITUDINAL I RAMON JOINTS 9FALL BE FULL DEPTH DEPRESSED MONOLITHIC CURB I OU TTER DETAIL & Slopes shall comply with sections R303.2.1 or R303.2.2 or _ _ FACE OF ADJACENT CURB R3032.3 of the Revised (haft Guidelines for Accessible Public' �• Rigbts-of--Way of Novemba 23, 2005 (PROWAG). fi 9. Curb returns for any Type C-MAX Driveway may be approved on r R a case-bycase basis - t/IlER 13Vl FACL Is 10. STREET STANDARDS = Renton Municipal Code (RMC) 1. R •. fi a L ' P Trtle IV Development Regulations CHAPTER 6 STREET AND UTILITY STANDARDS 3 sectlon 4-"60 STREET STANDARDS DEPRESSED CURB DETAIL AT RESIDENTIAL ORCOMAERCUAL DRIVEWAYS, AND ALLEYS DRIVEWAY STANDARDS =Renton Municipal Code (RMC) Title IV Development Regulations Driveway Example: TYPE C1B CHAPTER 4 R-te+uensd C=Corivnem-al CITY-WIDE PROPERTY DEVELOPMENT STANDARDS number of Lenm Section 4-4-M PARKING, LOADING AND DIINEWAY I +Lane G°mnlert:14 REGULATIONS B�uffar(PllrtlrlaSllp). ENanMwBurtrFr= - CEMENT CONCRETE DRIVEWAY PLAN - 1042 r () ENTRANCES -NOTES AND DETAILS I 1 D.R. STRONG 2 CONSUL TING ENGINEERS 3 ENGINEERS PLANNERS SURVEYORS 620 - 7th AVENUE KIRKLAND, WA 98033 O 425.827.3063 F 425.827.2423 N CITY COMMENTS 11.12.19 INTAKE COMMENTS CITY COMMENTS 07.27.21 REVISION TYPE 'A' PRESSURE TREATED 7-1/2" X 7-1/2" CEDAR POST (2)#4 HORIZ. TOP & BOTTOM & (2)#4 VERTICAL (PER SIDE) 1/4" CHAMFER TfffflLAS CRUSHED SURFACING. CRUSHED SURFACING NOTE: 2" MINIMUM CLEARANCE BETWEEN REBAR & CONCRETE SURFACE. TYPE 'B' /- 1" © 45' CHAMFER ALL AROUND TOP PAINT TOP 5" WHITE ALL AROUND REFLECTIVE MARKER (TYPICAL BOTH SIDES) 1" DEEP NOTCH ALL AROUND 1/2" 0 45• CHAMFER ALL EDGES SLOPE CONCRETE FOR DRAINAGE 2"x3/8' JOINT MATERIAL CONCRETE SIDEWALK 16" 1 8, 12" FIXED WOODEN BOLLARD tY p ADOPTED IA�•!��I�'� CITY OF RENTON ♦ -t. f STANDARD PLANS T� LST ➢ATE: 04/04 DWG. NAME:H022 SP PAGE:H022 _ V MIN. (SEE NOTE S) VARS:S ISEE NOTE r) (SEE NOTES) 10 LF OF PAVED DRIVEWAY REOI1111 0 W EXPANSION JO WT pYP ) (SEE STD. PLAN I^^+21 CE CC SE e Y ° IE tote s w g m SEE NfnEI -> CEMENTCONCRETE J RArJv WIrN 1M N CURB S GUTTER SLOPE ITYP.1 SEE NOTE 31 - CONTRACTION JOINT (TYPO 7' ISEE STp. PUN 1MI PLAN VIEW VARES ISEE NO 107 _ A3% LUX. SEE NGTE 2(TM <I fi' MN fi• MIN CELENT CONCRETE 7L11N (5131! SEDUIR84 GUTTER SIOMALK m EXPANSION JOINT pYP.) (� NOTE 3) SECTION O ISEE STD. PLAN m3i IR'0.IttP.l e1pEVuuX wJDIR DIFFERENCE IN SLOPE I.Wt- DRNEWAY WI ITNE SLOPE (SLOPE SHOYM ExAGGERATE01 I SY. _Is% ' ' P . - dUVEY1AY .•.4'MIN OR�MEN AY W1 RE�Ut VE '' 0 " I S ON B CEMENT CONCRETE SIOEWAU TYPE RIB - ISOMETRIC VIEW (RESIDENTIAL, WITH BUFFER) CEMEM CONCRETE CUR A GUTTER (SEE NOTE 3) For NOTES STD. PLAN 104.2 o STD. PLAN - 104.3 PUBLIC WORKS CEMENT CONCRETE DRIVEWAY %PPR /ED: DEPARTMENT ENTRANCE - TYPE RIB ATC YLP 02.14.201 YLP SURVEYED: DJC YLP 06.16.21 YLP DESIGNED: YLP YLP 08.13.21 YLP DRAWN: GLB CHECKED: YLP BY DATE APPR APPROVED TYPE 'A' 7-112" X 7_1/2„ PRESSURE TREATED CEDAR POST 1/2" @ 45- CHAMFER ALL EDGES (7)#4 HORI7_ TOP & BOTTOM & (2)#4 VERTICAL (PER SIDE) 1/4" CHAMFERS CRUSHED SURFACING TYPE 'B' 1" ® 45' CHAMFER ALL AROUND TOP PAINT TOP 5" WHITE ALL AROUND REFLECTIVE MARKER (TYPICAL BOTH SIDES) 1" DEEP NOTCH ALL AROUND I GALVANIZED STEEL HASP FOR LOCK 2 x6' STEEL HINGE WELDED TO 9-1/4%9-1/4" STEEL DOOR WITH 3/4" RADIUS ON 2 OPEN CORNERS 30" ND PLATE SPACER. 1/4" GALVANIZED STEEL PLATE SPACER 1/2" DIA. x 2" ANCHOR BOLT, WELDED TO SPACER 2%3/8" JOINT MATERIAL 8-1/4" 12, 2" NOTE: 2'' MINIMUM CLEARANCE BETWEEN REBAR & CONCRETE SURFACE. o 0 o 0 o 0 o 0 o 0 o o 0 0 o o 0 00 EXPANSION JOIN T EXPANSION JOINT ° c . ANCHOR BOL T PA TTERN PER ° to N. D. C. B. U. a PEDESTAL TEMPLA TE SEE NOTE N0. FRON T REMOVABLE WOODEN BOLLARD Y ADOPTED CTTY OF RENTON ♦ _■- "�� STANDARD PLANS Z DST DATE: C4/04 DWG. NAME: H021 SP PAGE: H021 -7" MIN. 5'-0" CLEAR WIDTH MOUNT ON PEDESTAL PROVIDED WITH N. D. C. B. U. UNI T EXPANSION JOINT d � ° ° 4 a 1'-6" SIDE 1. SEE SEC. 5.04. 2. INSTALLATION OF N. D. C. B. U. (INCLUDING CONSTRUCTION OF BASE) WILL BE DONE BY THE DEVELOPER. J. SEE SEC. 3.04 FOR JOINT REQUIREMENTS. NEIGHBORHOOD DELIVERY & COLLECTION BOX UNIT (N. D. C.B. U.) TYPE 111 MAILBOX INSTALLATION (16 BOX UNIT) N TS NOTES: �J EXPANSION - JOIN T SEE NOTE NO. 4' R-409114 PLANTER STRIP IN COMPLIANCE WITH CITY OF RENTON STANDARDS TT V J O TO V J �J W J 4' 0 Z FACE OF SIDEWALK Q J Gregg Zimmerman, Public Works Administrator MAILBOX CONCRETE PAD DETAIL STA. 21+81.56 ROAD A 1 -5 =/� DEVELOPMENT ENGINEERING70 njanders 10/01 /2021 V w SCALE: AS NOTED VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1/1991 neTl IM aw�1v • o C T Y OF • RENTON • Planning/Building/Public Works Dept. MAPLE HIGHLANDS ROAD AND MAILBOX DETAILS 16210 SE 134TH STREET RENTON, WASHINGTON 98059 DATE: 09.05.19 J FIELDBOOK: PAGE: ONE INCH DRAWING NO: C 14 AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY SHEET. 14 oF.41 DRS PROJECT NO. 17020