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HomeMy WebLinkAboutR-422707NE 114 SECTION 14, TOWNSHIP 23 N, RANGE 5 E, W.M. I- rr W n O rr n rr W z FACE OF CURB _512- 1- -. V R. 124 1 1 TOP OF 12"R. ROADWAY �1 r I CEMENT CONCRETE TRAFFIC CURB AND GUTTER FACE OF ADJACENT CURB 6 12 -- FLUSH WITH GUTTER PAN AT SIDEWALK RAMP ENTRANCE 1 12 1:24 TOP OF 112'R. ROADWAY L-3-, 1 i0 f DEPRESSED CURB SECTION AT SIDEWALK RAMPS �318 P • s PREMOLDED JOINT FILLER E FULL -DEPTH EXPANSION JOINT 6' CEMENT CONCRETE 12' R. V R. SIDEWALK RAMP VARIES OR LANDING FROM i 6"TOO 1 6' f NIS' PREMOLDED JOINT FILLER CEMENT CONCRETE PEDESTRIAN CURB AT SIDEWALK RAMPS AND LANDINGS FACE OF ADJACENT CURB s 12• SEE DEPRESSED CURB DETAIL THIS SHEET 1:24 TOP OF 12• R. ROADWAY 2' 1 1 I DEPRESSED CURB SECTION AT RESIDENTIAL DRIVEWAYS ONLY. FOR COMMERCIAL DRIVEWAYS SEE STD PLAN 104.2 FACE OF CURB FACE OF ADJACENT CURB GUTTER SURFACE 6 1 t2' 512"_ 1" 112" R. 1" R. 1 I o TOP OF ROADWAY T � '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 Spacing. 2. Expansion joint shall be full depth, 3/8" (in.) premolded joint filler. 3. For Depressed Monolithic Dnveway Curb 8 Gutter Section, see Standard Plan 1042 STD. PLAN - 101 • PUBLIC WORKS DEPARTMENT CEMENT CONCRETE CURBS 4 1'-V 6-1 SIDEWALK LEVEL lr2.R RAISED EDGE DETAIL EMEND SIDEWALK TRANSVERSE 1' • or 1' • Or I JOINTS TO INCLUDE RAISED EDGE -OLDED ERE APP ON) ROU DING z�-_ 1 1rY (IN) R. (TYP.) •► • + ETAILS PLAN 101 s¢ •• f CRI fTO • ,D5`Wj- SEE R/USED EDGE I , 1'-0'•• SIDEWALK DETAIL -THIS SHE L7VPICAL UNDER CRUSSURFACING TOP 0MMP ALL CUT s1- MIN. SIDEWALKL MODIF (UNLESS REQUIREMENT WJ WITH RAISED EDGE ENGINEER) TYPICAL UNDEF 1' 7 17 (IN) R (SYP) GUTTER 5 SIDEWALK CSTC UNDER C_ 2.0% 1 o FOR CURB DETAILS CURB B 13UTTER TO BE S• THICKNESS OR SEESTDPLANIOI MATCH EXISTING ROADWAY CRUSHED ROCK �� Oa • - BASE, WHICHEVER IS GREATER (TYP. FOR AH��TER • ' ......' ;.r) - _ ALL CURB b GUTTER). FINISHED GRADE V IN) BELOW l " 1 TOP OF CONCRETE �URFAC 1 2'•0" SIDEWALK ADJACENT TO CURB rROU 'DING MIN 1rT (IN) R. OWL FOR CURB DETAILS SEE STD PLAN ICI BRIDGE OR PEDESTRIAN RAILING AAA • •.. ... • • ,axe FOR CURB DETAILS ADJACENT TO CURB BARRIER -SEE SIDEWALK SEE STD PLAN 101. (STEEP FILL SLOPES) CONTRACT PLANS /---WALL OR BARRIER / I 1R'(IN) R.frYP.) / FLUSH / I SIDEWALK 1.5- x ••) 1r2• MR. I. - .�w'1•• VERTICAL WALL - � � . SEE DETAIL • - ; ►' 3fd- (IN) PREMOUDED FILLER JOINT FILLER , ADJACENT TO CURB AND RAILING OR WALL PR"O(aLDED JOINT FILLER FOR SIDE DUFFER STRIP TREATMENT SIDEWALK SIDEWALK ADJACENT TO WALL DETAIL 5 E'BTRER (SEE NOTE 10) SIDEWALK 1n, ONI R, SECTIONS 1 nYP FOR CURB DETAIL _ 1.5%MIN. 101 SEE STD PLAN 101 �L.t. 'fir: DUX •.). !_�, GROOMED FINISH OR MATCH EXISTING �{�i , ,Q• S 4•WIDE,SMOOTH © TROWELED PERIMETER FINISHED GRADE 1' (IN) BELOW TOP OF CONCRETE SURFACE FOR PANTING - FLUSH IF PAVED 0, Q�� fj"Q• ��� CEMENT f Q \,ti \ CONCRETE CURB (CURB AND GUTTER SHOWN) ADJACENT TO BUFFER STRIP FOR CURB DETAILS Q• BEE S70 PLAN 101 O � � NOTES 5,"Q• L 1. Four feel of the sidewalk width shall CONTRACTION JOINT .. be the minimum pedestrian o route tsM; free ofvertical and hull and horizontal obstructions. Gratings, Access Covers, Junction Boxes, Cable Vaults. Pull Boxes and other s� appurlena nces whhin the sidewalk of �-9�-i- must be flush with surface, and match grade of the sidewalk. 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 build per WSDOT Standard Plan F-30.10-03. Paved Surfaces must Comply With 3. Concrete to be4,(100PSI. STD PLAN 102.1 as applicable. zl INSIDEWALKONLY ••► T►J O•, CURB AND SIDEWALK (SEE FULL -DEPTH EXPANSION JOINT IN D _ ' •�STD STe PUN 101.1) 3R' C CONTRACTION JOINT JOINT AND FINISH DETAIL � t i .,�• .•►• '� RAO•t PREMOLOE JOINT FILLER E FULL -DEPTH EXPANSION JOINT s PUBLIC WORKS CEMENT CONCRETE - PLAN - 102 DEPARTMENT SIDEWALK} III" I,i r1 Call 2 Working Days Before You Dig 811 Utilities Underground Location Center 0D,MT,ND,0R,WA) I. d/e' PFZWLOED d011IT FILLER i`Fr ) 1 /2" R. I Off# 1 13' 7� 1 3 Y ... R • 9 J' SEvTIDIJ 0 CENTErL NL U! FRAME BORATE wip men . %8-R X 5/816 MALMY ,GN7 sE=I.OTE2 TOP OF i BWDWAY ADAWWNT MD:T*N - r@0T (NRuDED IN C iRB APD eUTFEFI EIDiTEM • irSTCYr 6A&N ., HpT r.4Ca VDFD MQ,IDe AFOOUTfEFt EID mEM The intent Of this design is tO fac tWa the pernovW of a catch basin with minlmal distu rbanloe of the clltb. The expansion Jokits of tt19 adjacent sidewalk shall be adjustBd to he In Ilse Willi theca Curb expan W joints. l � PUBLCC 1YORI(S CEMENT CONCRETE CURB OE.I'A121'IAE'.T INSTALLATION AT CATCH BASIwNIS CEMENT CONCRETE SIDEWALK 2 ij DEPRESSED NONOUTHIC //' - CIJFTB I GUTTER (SEE DETAI THIS SHEEIT TYPE C28 - ISOMETRIC VIEW IC:OMMERCIA'., WITH BUFFER) SNYDER PROPERTY CE�HT 4X1RB ANa odurOUTTr•ER 101.1 'ROVED: CEMENT CONCRETE CURB I GUTTER (SEE NOTE 3) I� NOTES STe PUN 101.1) 3R' C CONTRACTION JOINT JOINT AND FINISH DETAIL � t i .,�• .•►• '� RAO•t PREMOLOE JOINT FILLER E FULL -DEPTH EXPANSION JOINT s PUBLIC WORKS CEMENT CONCRETE - PLAN - 102 DEPARTMENT SIDEWALK} III" I,i r1 Call 2 Working Days Before You Dig 811 Utilities Underground Location Center 0D,MT,ND,0R,WA) I. d/e' PFZWLOED d011IT FILLER i`Fr ) 1 /2" R. I Off# 1 13' 7� 1 3 Y ... R • 9 J' SEvTIDIJ 0 CENTErL NL U! FRAME BORATE wip men . %8-R X 5/816 MALMY ,GN7 sE=I.OTE2 TOP OF i BWDWAY ADAWWNT MD:T*N - r@0T (NRuDED IN C iRB APD eUTFEFI EIDiTEM • irSTCYr 6A&N ., HpT r.4Ca VDFD MQ,IDe AFOOUTfEFt EID mEM The intent Of this design is tO fac tWa the pernovW of a catch basin with minlmal distu rbanloe of the clltb. The expansion Jokits of tt19 adjacent sidewalk shall be adjustBd to he In Ilse Willi theca Curb expan W joints. l � PUBLCC 1YORI(S CEMENT CONCRETE CURB OE.I'A121'IAE'.T INSTALLATION AT CATCH BASIwNIS CEMENT CONCRETE SIDEWALK 2 ij DEPRESSED NONOUTHIC //' - CIJFTB I GUTTER (SEE DETAI THIS SHEEIT TYPE C28 - ISOMETRIC VIEW IC:OMMERCIA'., WITH BUFFER) SNYDER PROPERTY CE�HT 4X1RB ANa odurOUTTr•ER 101.1 'ROVED: CEMENT CONCRETE CURB I GUTTER (SEE NOTE 3) I� NOTES 1. When a driveway width exceeds 15 fee:, construct a full dep,h expansion joint wtth 3/8• joint filler along the driveway lane lines fi,fl� OF A:IB (sea std. plan 102). Construct expansion Joins parallel with the aeE C e1< OEFREECURB DETAIL ON r•o SHEET as required at 1 S maximum spacing when driveway CONTRACT ON JONT widths exceed W. BTD PLAN 102 a mr. T , R - OF Its WAY 2. See rid. plan 102 for sidewalk details. 3. Curb and gutter shown, other curb designs rt ay, he specified. See old. plan 101 for curb details . w 4. Noll used - - -` - 1 1r 5. The engineer will design all driveways to Include elevations at all NOT=_. DRIVEWAY LONG7LD," EJwAHSLON points marked with symbol "X'. All ele-vaJons are at the back of JOINTS 8KALL BE FULL DIE H DPPRi-sseD MONDLfrHIC CURB a GU"IER Dr TAll curb top on uphill side. 6 No, used 7. For Driveway Wid:hs see DRIVEWAY STANDARDS (See NOTE 10). The expansion joints (see std. plan 102) shall be spaced as shown In the corresponding Isome•J1c view. & Slopes shall comply with socUons R303.2.1 or R303.2.2 or _ _ FACE OF ADJACENT GURB R3032.3 of the Revised Draft Guidelines for Accessible Public ' 1• Rigbts-cf-Way of Novlsab r 23, 2005 (FROWAO). 7 fi 9. Curb returns for any Type C-MAX Drtveway may be approved on 1• R E a case -by -case basis I s 10. STREET STANDARDS = Renton Municipal Code (RMC) Tnle IV Development Regulations P CHAPTER 6 STREET AND UTILITY STANDARDS D Section 4�r060 STREET STANDARDS DEPRESSED CURB DETAIL AT RESIDENTIAL OR COMMERCIAL DRIVEWAYS, AND ALLEYS DRIVEWAY STANDARDS - Renton Munlcipal Code (HMC) Title IV Development Regulations Driveway Example: TYPE C1B1 CHAPTER 4 R-RetUdc al C=Cor Vrx)rcal -,' I CITY-WIDE PROPERTY DEVELOPMENT STANDARDS Numbw of Lens. -- - Section 4-4-M PARKING, LOADING AND DRfVEWAY (MAX'{ Lane Comlrwq REGULATIONSJRer(gat4> BIr1MwBurtr - PUBLIC WORKS CEMENT CONCRETE DRIVEWAY PLAN - 1042 ` DEPARTMENT ENTRANCES - NOTES AND DETAILS 1 CITY COMMENTS D.R. STRONG 2 ONSITE INTERCEPTOR TRENCH CONSUL TING ENGINEERS 3 AS-BUILTS ENGINEERS PLANNERS SURVEYORS 620 - 7th AVENUE KIRKLAND, WA 98033 0425.8273063 F 425.827.2423 NO. REVISION _ S' MIN. VARIES (SEE NOTE 7) (BEE NOTE el (SEE NOTES) 18 tF OF PAVED r ORMEWAY RE0111RE0 ESP(SEES JOWT(TYP) CE (SEE STD. PLAN I^^+21 CC BE c Y ° IE-1Es T g III ENT CRETE EWAIK rol SEE NfnEI -> RAI,IP CE...CONCRETE SLOPJ LOPE (T 1V YP.I CURB S GUTTER %SEE NOTE 31 1e• CONTRACTION JOINT IM (SEE STp. PLAN 1M, PLAN VIEW VOTES ESE ND 107 _ A aTt LUX. SEE NOTE S (TYP) •fi•MN • CMIN vi CEMENT CONCRETE B•MIN DEPRESSED CURS 4 GUTTER SIDEWALK-EXPAN51ONJORITITYPJ LSEE NOTE 3) SECTION O me STD. PLAN 1.2, In"0.m'P.l e10EVNLLx WtDllt DIFFERENCE IN SLOPE IJAX - ��D VEWAYWJ ITNE SLOPE (SLOPE SHOWN EXAGGERATED, CEMENT CONCRETE SLOEWAU( TYPE RIB - ISOMETRIC VIEW (RESIDENTIAL, WITH BUFFER) CEMENT CONCRETE CURB A GUTTER (SEE NOTE 3) / L e' L,, For NOTES STD. PLAN 104.2 1 STD. PLAN - 104.3 PUBLIC WORKS CEMENT CONCRETE DRIVEWAY PPR /ED: DEPARTMENT ENTRANCE - TYPE RIB C r N INTO / ATI JY YLP 09.07.22 YLP SURVEYED: DJC YLP 02.13.23 YLP DESIGNED: YLP YLP 10.4.23 YLP DRAWN: YLP CHECKED: 1 BY DATE APPR APPROVE Gregg Zimmerman, Public Works Administrator SCALE: AS NOTED ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM �MJ W co C) O N N L_J AS -BUILT NO AS -BOIL T INFORMA 77ON ON THIS SHEET. I/ CERTIFY THAT THE INFORMA71ON SHOWN HEREON WHICH WAS AS -BUILT BY D.R. STRONG, AND MAY INCLUDE LOCATIONS, ELEVATIONS, DEPTHS, PIPE SIZES, AND AS -BUILT COMMENTS, ACCURATELY REFLECTS EXIS77NG FIELD CONDITIONS AS DETERMINED BY R-0422707 ME OR UNDER MY DIRECT SUPERVISION ON THIS DA7E.• 912912023. IN COMPLIANCE WITH CITY OF RENTON STANDARDS >_ • C TY OF RENTON Planning/Building/Public Works Dept. I- LL UPPI I..L O In DATE: U++ 07.08.22 0 FI ELDBOOK: PAGE: z DRAWING N0: 13229 & 13233 158TH AVE SE C 7 RENTON, WASHINGTON 98059 SHEET: OF: 9 DRS PROJECT NO. 21155 SNYDER PROPERTY ROAD DETAILS