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Home My WebLink AboutS-354003Z U W O K a. C 't r Cb co a a- a- 1/2 "X4" EXPANSI 1/4 "R AT JOINTS 1/2 "X4" EXPANSION CEM. CONC. CURB AND GUTTER MATERIAL 1/4 "R AT JOINTS — SCORE LINES TO BE RADIAL. TO CURB AND GUTTER ---a + - 5 1/2 "X4" EXPANSION MATERIAL 3 GENERAL NOTES: 1/4-R AT JOINTS SCORE LINES JOINTS: DUMMY JOINTS SHALL BE PLACED NOT TO EXCEED 15' C/C NOR LESS THAN 10' C /C, THEY SHALL NOT BE LESS THAN 3/16" IN THICKNESS AND SHALL BE EXTENDED 2" BELOW THE GUTTER LINE. B 8 AXJOINTS SHALL BE PLACED AT ALL COLD JOINTS AS DIRECTED BY ENGINEER AND SHALL D i" BELOW CONCRETE. WHERE THE SIDEWALK IS TO BE PLACED AGAINST THE CURB AND GUTTER, THE JOINT SHALL BE A COLD JOINT. "W" —WIDTH OF SIDEWALK 1/2 "% 5" EXPANSION MATERIAL SHALL BE PLACED FROM P.C.'S TO P.7'S AT ALL CURB RETURNS. 1/2"X4" 10 SHALLSCONF CONFORM THE REQUIREMENTS AT OF CLASS BU(3/4') WITH AIR DETRAINMENT. MIX FOR SIDEWALKS THE CONCRETE SHALL HAVE A BROOM FINISH WITH ALL EDGES HAVING A 2W TOOLED FINISH. SUBGRADE COMPACTION SHALL BE 90% (MODIFIED PROCTOR). 1/2 "X5" EXPANSION MATERIAL 1 /4 " /FT. SLOPE CURB RETURN ONLY 1/2 "R 1 /4 " /Ff. SLOPE 1 /2 "R 4 1/2 R PAVEMENT AS PER PLANS 4" PAVEMENT AS PER PLANS STANDARD CE" . CONO, PARKWAY STANDARD CEM. CONK. CURB AND GUTTER CURB AND GUTTER SECTION A —A SECTION B —B TYPICAL SIDEWALK ADOPTED SEE SHEET 2.5.1 FOR ROADWAY DEVELOPMENT STANDARDS CITY OF RENTON ♦�• STANDARD PLANS LST DATE: 12/96 DATE REVISION BY APPR' DWG. NAME: FR -02 SP PAGE: FO07 Crarner ENGINEERS, 945 N. CENTRAL, STE. #104, KENT, WA 98032 (253)852 -4880 (local) or 1— (800)251 -0189 (toll free) (253)852 -4955 (fax) E —MAIL: cnl ®cromernw.com SIDEWALK NTS 6 N r hwest Inc. SURVEYORS & PLANNERS NO. REVISION 318" L' ;EMENT CONC. SIDEWALK t B CEMENT CONCRETE CURTE33@"EXPASNSE IONNOJENTfTYPJ (SSEENOTE) , (SEE STD PLAN 162). PLAN VIEW VARIES I_ RAMPNAI'6ES) I 14'MIN. — .I. RAMPNARIES) 6 MIN. -15 MA%. a MIN. 15'� 20`MA%. I SEE NOTE 8 (TYPL r--T 6 " MIN. V MIN. CEMENT CONCRETE 318" EXPANSION JOINT (TYP) SIDEWALK SECTION O (SEE STD. PLAN 102) IWR(TYP) L— SIDEWALKWIDTH DEPRESSED CURB & GUTTER VARI. —_E5 X (SEE NOTE a) 2Yn MAX z r- 6" MIN. DRIVEWAY SECTION O /` 10 LF (IF PAVED DRIVEWAY REQUIRED CEMENT CONCRETE SIDEWALK TYPE R1 - ISOMETRIC VIEW (RESIDENTIAL) For NOTES see sheet 104.2 PUBLIC WORKS I CEMENT CONCRETE DRIVEWAY STD. PLAN — 104.1 DEPARTMENT ENTRANCE - TYPE RI - MAY 2009 BY I DATE I APPR W. CNW LSK DRIVEWAY NTS ONE INCH AT NLL 6CNE IF TNT VIE INGI 664E AXXIRNNMY 101. DRIVEWO CEMENT CONCRETE SIDEWALK NOTES I. When aType Rtw RIB, ( resWen0a1 ).((dvewaywidth:exceecis.15 feet, construct a full depth expanSKTAjcimwlh 3/8 "jolmfiler along the driveway centerline (See aid, plan 102). Construct expansion joints parallel with the'ceoledfrre as required at 16 maximum spacing when driveway widths exceed 301. - 2. See std. plan 102 for sidewalk details, 3. Curb and gutter shown, other Curb designs may be specified. See std. plan 101 for curb details. 4. Avoid placing drainage structures, junction boxes or Other obstructions in from of driveway enGences. 5. The engineer will design all driveways to include elevatons at all points marked with symbol "X ". All elevatlons areatthe driveway finished surface. 6. Driveways not constructed as dimensioned Will not be accepted by the owner. 7 a. Width of Type CIIC18 and alley entrances shall be 20' -0". Width of Type C2/C2B (2-lane commercial) entrances shall be 30' -0". Width of Type C3fC3B (34ane commercial) entrances shall be 38' -0". The expanslonjmms (see std. plan 102) shall be spaced as shown In the corresponding Isometricview. b. Maximum width of Type C-MAX wC44M with Buffer (Industrial, Warehouse, and Shopping Center uses only) shall be SV-0" but shall trot exceed 40 %of the street frontage. The expansion joints (see aid. plan 102) shall be spaced as shown in the corresponding isometric view. 8. Slopes shall comply with sections R303.2.1 or R3113.2.2 Or R303.2.3 of the PuBdoRights ofWayAacesa QWde (PROWAG). 9. Curb returns for any Type C-MAX Driveway may be approved on CEMENT CONCRETE CORB8GVTTER,,. (SEE NOTE a) OONTAACTION JOINT 612 ONTHISE 87 STOPLFN,02 612, 1• b� rOPOF N ROADWAY NOTE �ONVE1NAa� B Ir�IiMWNANSION DEPRESSED MONOLITHIC CURB & GUTTER DETAIL p. r \ ,i•Ro :ENT CURB GUTTER SURFACE a case•bycase basis. DEPRESSED CURB DETAIL AT RESIDENTIAL OR COMMERCIAL RNEWAYS, AND ALLEYS Driveway Example: TYPE C1B R4iesMenaal, C "CO mrtlai �� NumberMLene3. (MAX- 4LenaCo.rxap B=BU(Tar(Pbntine Strip), aMnk -NOEI PUBLIC WORKS CEMENT CONCRETE ENTRANCES - STD' PLAN — 104.2 DEPARTMENT NOTES AND DETAILS MAY 2009 � 354003 CITY OF HOPEOIJmi: NN) ,paa 1W1 RENTON DATUM Planning /Building /Public Works Dept. RECOMMENDED FOR APPROVAL BY: ^ ' =0. � L DATE: 12--17—d' 7 BY: DATE: BY: DATE: BY: DATE: QUI FENG LI SHORT PLAT FOR RAYMOND NG ROAD & SEWER DETAILS LID: R -354CC4 0- 35*003 5- 35�-oo3 5/26/09 ML 6 6 6 NNIV ISIV�E.I O.Ak V+ RAMP NARIIM)),.�., VARIES. 14' MIN. 20 MAX. RAMP NARIES) 6'MIN.- 16'MAx ® 8'MIN.- 16'MAX: 10 LF OF PAVED 4 DRIVEWAY REQUIRED - 9(P(SEES JOINT 02) _ (SEE STD. PLAN N 102t I ' 1 2Y2 Y I Q N d r. I \ I ;EMENT CONC. SIDEWALK t B CEMENT CONCRETE CURTE33@"EXPASNSE IONNOJENTfTYPJ (SSEENOTE) , (SEE STD PLAN 162). PLAN VIEW VARIES I_ RAMPNAI'6ES) I 14'MIN. — .I. RAMPNARIES) 6 MIN. -15 MA%. a MIN. 15'� 20`MA%. I SEE NOTE 8 (TYPL r--T 6 " MIN. V MIN. CEMENT CONCRETE 318" EXPANSION JOINT (TYP) SIDEWALK SECTION O (SEE STD. PLAN 102) IWR(TYP) L— SIDEWALKWIDTH DEPRESSED CURB & GUTTER VARI. —_E5 X (SEE NOTE a) 2Yn MAX z r- 6" MIN. DRIVEWAY SECTION O /` 10 LF (IF PAVED DRIVEWAY REQUIRED CEMENT CONCRETE SIDEWALK TYPE R1 - ISOMETRIC VIEW (RESIDENTIAL) For NOTES see sheet 104.2 PUBLIC WORKS I CEMENT CONCRETE DRIVEWAY STD. PLAN — 104.1 DEPARTMENT ENTRANCE - TYPE RI - MAY 2009 BY I DATE I APPR W. CNW LSK DRIVEWAY NTS ONE INCH AT NLL 6CNE IF TNT VIE INGI 664E AXXIRNNMY 101. DRIVEWO CEMENT CONCRETE SIDEWALK NOTES I. When aType Rtw RIB, ( resWen0a1 ).((dvewaywidth:exceecis.15 feet, construct a full depth expanSKTAjcimwlh 3/8 "jolmfiler along the driveway centerline (See aid, plan 102). Construct expansion joints parallel with the'ceoledfrre as required at 16 maximum spacing when driveway widths exceed 301. - 2. See std. plan 102 for sidewalk details, 3. Curb and gutter shown, other Curb designs may be specified. See std. plan 101 for curb details. 4. Avoid placing drainage structures, junction boxes or Other obstructions in from of driveway enGences. 5. The engineer will design all driveways to include elevatons at all points marked with symbol "X ". All elevatlons areatthe driveway finished surface. 6. Driveways not constructed as dimensioned Will not be accepted by the owner. 7 a. Width of Type CIIC18 and alley entrances shall be 20' -0". Width of Type C2/C2B (2-lane commercial) entrances shall be 30' -0". Width of Type C3fC3B (34ane commercial) entrances shall be 38' -0". The expanslonjmms (see std. plan 102) shall be spaced as shown In the corresponding Isometricview. b. Maximum width of Type C-MAX wC44M with Buffer (Industrial, Warehouse, and Shopping Center uses only) shall be SV-0" but shall trot exceed 40 %of the street frontage. The expansion joints (see aid. plan 102) shall be spaced as shown in the corresponding isometric view. 8. Slopes shall comply with sections R303.2.1 or R3113.2.2 Or R303.2.3 of the PuBdoRights ofWayAacesa QWde (PROWAG). 9. Curb returns for any Type C-MAX Driveway may be approved on CEMENT CONCRETE CORB8GVTTER,,. (SEE NOTE a) OONTAACTION JOINT 612 ONTHISE 87 STOPLFN,02 612, 1• b� rOPOF N ROADWAY NOTE �ONVE1NAa� B Ir�IiMWNANSION DEPRESSED MONOLITHIC CURB & GUTTER DETAIL p. r \ ,i•Ro :ENT CURB GUTTER SURFACE a case•bycase basis. DEPRESSED CURB DETAIL AT RESIDENTIAL OR COMMERCIAL RNEWAYS, AND ALLEYS Driveway Example: TYPE C1B R4iesMenaal, C "CO mrtlai �� NumberMLene3. (MAX- 4LenaCo.rxap B=BU(Tar(Pbntine Strip), aMnk -NOEI PUBLIC WORKS CEMENT CONCRETE ENTRANCES - STD' PLAN — 104.2 DEPARTMENT NOTES AND DETAILS MAY 2009 � 354003 CITY OF HOPEOIJmi: NN) ,paa 1W1 RENTON DATUM Planning /Building /Public Works Dept. RECOMMENDED FOR APPROVAL BY: ^ ' =0. � L DATE: 12--17—d' 7 BY: DATE: BY: DATE: BY: DATE: QUI FENG LI SHORT PLAT FOR RAYMOND NG ROAD & SEWER DETAILS LID: R -354CC4 0- 35*003 5- 35�-oo3 5/26/09 ML 6 6 6 NNIV ISIV�E.I O.Ak