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HomeMy WebLinkAboutR-401507----------- FACE OF CURB 6 1/2" 51rz" 1" 112" R. _ _ - 1' R 1:24 L TOP OF 1D 1/2"R. ROADWAY L I ,1 - L 1 6' J CEMENT CONCRETE TRAFFIC CURB AND GUTTER FACE OF ADJACENT CURB 6 1/2"FLUSH WITH GUTTER PAN AT SIDEWALK RAMP ENTRANCE 1:12 1:24 TOP OF 1n'R. ROADWAY t0� - 6" DEPRESSED CURB SECTION AT SIDEWALK RAMPS 3/8' 6' CEMENT CONCRETE !.7 SIDEWALK RAMP 1 R. VARIES OR LANDING FROM i 6"TOO 6- 3/8" PREMOLDED JOINT FILLER CEMENT CONCRETE PEDESTRIAN CURB AT SIDEWALK RAMPS AND LANDINGS FACE OF ADJACENT CURB _61n"� SEE DEPRESSED CURB DETAIL THIS SHEET / 1:24 / TOP OF I i 1• In'R. ROADWAY 2• L ° c tot I 1 L- V-6 DEPRESSED CURB SECTION AT RESIDENTIAL DRIVEWAYS ONLY. FOR COMMERCIAL DRIVEWAYS SEE STD PLAN 104.2 FACE OF CURB �- 6 W" 61n" 1 1n'R 1" R. _T FACE OF ADJACENT CURB - L TOP OF ° `D ROADWAr P ►•• ' GUTTER SURFACE I 1 PI PI PREMOLOED , JOINT FILLER E'FULL-DEPTH EXPANSION JOINT �I J 81/4• 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 Driveway Curb 8 Cutter Section, see Standard Plan 104.2 PUBLIC WORKS STD. PLAN - 101 DEPARTMENT CEMENT CONCRETE CURBS I'i'1?y/\ 1:1) C oee CEMENT CONCRETE CURB 8 GUTTER (SEE NOTE 3) CEMENT j DEPRESSED MONOLITHIC CONCRETE % CURB 8 GUTTER SIDEWALK (SEE DETAIL THIS SHEET) TYPE C213- ISOMETRIC VIEW (COMMERCIAL, WITH BUFFER) NOTES 1. When a driveway width exceeds 15 feet, construct a full depth expansion joint with 3/8" Joint filler along the driveway lane lines FACE OF CURB (see aid, plan 102), Construct expansion joints parallel with the WE DEPRESSED cuRe BETaL centerline as required at 15' maximum spacing when driveway CONTTUCTIONJONr s 1rJ' - on THIS SHEET widths exceed 30'. SM PUN 102 Sim, 11 1? R ROADW 2. See std. plan 102 for sidewalk details,-}- -_T _� _ ti OOwAv 3. Curb and gutter shown, other curb designs may be specified. �' A See std. plan 101 for curb details. IQ' 4. Not used. 5. The engineer will design all driveways to Include elevations at all NOTE: DRIVEWAY LONGITUDINAL EXPANSION points marked with symbol "X". All elevations are at the back of JOIN78 SHALL 13E FULL DEPTH Curb top On uphill Side. DEPRESSED MONOLITHIC CURB 8 GUTTER DETAIL 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 corresponding Isometric view. 8. Slopes shall comply with Elections R303.2.1 or R303.2.2 or - FACE GF ADJACENT CURB R303.2.3 of the Revised Draft Guidelines for Accessible Public 1. Rights-cf-Way, Of November 23, 2005 (PROWAO). y� 9. Curb returns for any Type C-MAX Driveway may be approved on a case -by -case basis. ', , - 1' R GUTTER SURFACE 10. STREET STANDARDS = Renton Municipal Code (RMC) D-1• R , F D • D Title IV Development Regulations , �• ° CHAPTER 6 STREET AND UTILITY STANDARDS Section 4-6-060 STREET STANDARDS DEPRESSED CURB DETAIL AT RESIDENTIAL OR COMMERCIAL DRIVEWAYS, AND ALLEYS DRIVEWAY STANDARDS = Renton MunlCipal Cade (RMC) Title IV Development Regulations Ddveway Example: TYPE Cl B +1 CHAPTER 4 R=ReskNumbor of Lan C-ComRDlolal CITY-WIDE PROPERTY DEVELOPMENT STANDARDS w,mber of Lana, Section 4-4-M PARKING, LOADING AND DRIVEWAY (MAX=4 Lane Commerdaq REGULATIONS B-ButfariPikinsngStrip). Blenk-NoBuft STD. PLAN - 104.2 PUBLIC WORKS CEMENT CONCRETE DRIVEWAY pRO� ''D: DEPARTMENT ENTRANCES -NOTES AND DETAILS 00y Encompass ENGINEERING & SURVEYING Western Washington Division 165 NE Juniper Street, Suite 201 • IssaQuah, WA 98027 - Phone: (425) 392-0250 - Fax.• (425) 391-3055 Eastern Washington Division 407 Swiftwater Blvd. - Cle Flum, WA 98922 - Mow: (509) 674-7433 - Fax: (509) 674-7419 NE 114 OF SE 114 OF SEC. 4, TWP. 23 N., RNG. 5 E., W.M. CITY OF RENTON, STATE OF WASHINGTON SEE NOTE? J8"R >: Sj8" D DUMMY ,:DINT � BEE MOTE 2 l 2' - 0' 2' - D• 6 3/8' PRE.VOLDED JOINT FILLER I%2" R, 6 1 2" FACE OF CEhRFRI- NE OF CURB FRAME d ORATE 13' T- R MATCH ROADWAY J SLOPE R. RECESS a' - D 41 _ F.9AIAE&NDGRATE -riot 14CWDED IN CU RIB ANO CUTTER B ID FrERI TOP OF .' ROADWAY D Pr. A W USTM ENT SEGTION - NOT INGLU�IED IN CC RS AND GkEFTF]R BI D STEM n .'. CATCH BASIN •- NOT 0i1ZL1 IDE.7 IN CURS AND OVTTFR a o rTf=4 SECT -ON GENERAL '407 5: 1 . The intent of this design Is to CPO IIto t$ tha Ile moval of a r>atah basin with minimal distufbaliCe Of the Curb. The expansion joints of the adjacent sidewalk shall f Z y f I be a0justed tip be In • IT 11ne wlth thaSe out expansicin joints. I 1 +� PUBLIC 17ORKS 07PARTMENT ISO�F_4112 VIEW CEMENT CONCRETE CURB INSTALLATION AT CATCH BASINS 6' MIN. VARIES(SEE NOTE 6 MDA I (SEE NOTE 6) (SEE NOTE a) 14 LF OF PAVED DRIVEWAY REIX11RE0 I 3e' EXPANSION JONT (TYP.T CE (SEE STD -PUN 102I C[ SR o_ 1 i SEE NOTE 5 % m x m 1-_ AENT JCRETE EWALK CEMENT CONCRETE MURe AN D GUTTER SIG. PLAN - 101.1 'RM.7D: SEE NOTE I J LEMNTO.NCR TE J RAI.1P WITH 1ri11V \`ems) SLOPE ITYP.I [SEE NOTE 3) 16' CONTRACTION JONT (rYP ) (SEE STD. PUN 102) PLANVIEW VARIES (SEE NOTE tq A ]%Aux. SEE NOTE S RYPI CHIN fi-MIN O'MINC NEW OEPRSSSEOLUAIAOUTIER SIDEWALK SIDEWA CONCRETE LS'ExPANSIONJONT MP) (SEE NOTE 31 ECTION THEE STD. PUN 1021 A I2, R (I I 9RIEWALK.DN rr\DIFFERENCE IN SLOPE MAX- /�L{�.�\ `� DRIVEWAY WI IIVE SLOPE (SLOPE SHOWN EXAGGERATEDI E _�L y \ i 1 fiL L , DRIVEWAY W. RELATIVE CEMENT SID--WALK CONCRE-E TYPE RIB - ISOMETRIC VIEW (RESIDENTIAL, WITH BUFFER) CEMENT CONCRETE CURB A GUTTER (SEE NOTE 3) /L rWK ttrw For NOTES STD. PLAN 104.2 ti� o STD. PLAN - 104.3 PUBLIC WORKS CEMENT CONCRETE DRIVEWAY QAP DEPARTMENT ENTRANCE - TYPE RIB APR VEIM / Z NT AiE Gp�oF WAM�C� Z �I� CIL �l 3989i � 41ISTEw �SS10NAL 8105119 7 REVISED PER SPU COMMENTS 6 ADDED SPU PIPE SUPPORT PLAN 5 REVISED PER CITY COMMENTS DATED 4111119 4 REVISED PER CITY COMMENTS DATED 3122119 3 REVISED PER CITY COMMENTS DATED 211119 2 REVISED PER CITY COMMENTS DATED 8/10/18 1 REVISED PER CITY COMMENTS DATED 7130118 NO. REVISION e 112' RAISED EDGE DETAIL 1 -0 6 SIDEWALK LEVEL J EXTEND SIDEWALK TRANSVERSE 1' • 0• 1' - 0• 3/8' (IN) PREMOLDEO JOINT FILLER 1/2'(IN)R I JOINTS TO INCLUDE RAISED EDGE TYPICAL WHERE APPLICABLE ROU DING 2 0% 1 W (IN) R. (TYP.) ►,', I FOR CURB DETAILS SEE STO PLAN 11011X 1'(INj R. ',►..►' OS'cGp`� ''i •5".r: .. �.. - FING ROADWAY /CRIUS EDROCKBAS SEE RAISED EDGE-------- 1'•0' SIDEWALK DETAIL -THIS SHE TYPICAL UNDERRUSHED SURFACING TOP COURSE(CSTC) ALL CUT MIN. SIDEWALK OMPACT TO 95% MODIFIED PROCTOR SLOPES WITH RAISED EDGE (UNLESS REQUIREMENT WAIVED BY 1/2' (IN) R. Crypt ENGINEER) TYPICAL UNDER ALL CURB, GUTTER A SIDEWALK CSTC UNDER 2.0% 1 FOR CURB DETAILS CURB B GUTTER TO BE B'THICKNESS OR 1.5% MATCH EXISTING ROADWAY CRUSHED ROCK 1N pp 1 SEE STD PLAN 101 BASE, WHICHEVER IS GREATER ITYP. FOR IEa ALL CURB A GUTTER). FINISHED GRADE VIM) BELOW Vr 2, (E SIDEWALK TOP OF CONCRETE SURFACE ADJACENT TO CURB MIN. ROB DING 1rY (IN) R. (TYP.) FOR CURB DETAILS SEE STD PLAN 101 BRIDGE OR PEDESTRIAN 9SAY' ,'VT`7t'y'• • W. RAILING �` ZN"" "4•.. FOR CURB DETAILS ADJACENT TO CURB BARRIER - SEE SIDEWALK SEE STD PLAN 101. (STEEP FILL SLOPES) CONTRACT PLANS /--WALL OR BARRIER I I 11Y (IN) R. (TYP.) FLUSH I I v 1 l SIDEWALK .5% ..t 112- IN R v, VERTICAL WALL - SEE DETAIL y, y,• �P' 318' (IN) P ED ) - JOINFILLER T FILLER ADJACENT TO CURB AND RAILING OR WALL PREMMOLDED FOR SIDE JOINT FILLER TREATMENT SIDEWALK BUFFER STRIP SIDEWALK ADJACENT TO WALL DETAIL SIDEWALK (SEE NOTE 10) SECTIONS 1/2' (IN) R YP FOR CURB DETAILS 1 < 11.5%MI .5% N. SEE STD PLAN 101 , GROOMED FINISH OR MATCH EXISTING c V A' WIDE, SMOOTH TROWELED PERIMETER FINISHED GRADE tFOR PP"(IN) BELOW TOP OF CONCRETE SURFACE LANTING - FLUSH IF PAVED IfA 10`0 LI'� \ CEMENT CONCRETE CURB (CURB AND GUTTER SHOWN) �\�`�� ri \ ADJACENT TO BUFFER STRIP FOHOUR e DETAILS Q' �/ \��' SEE STD PLAN 101. © C 1/8•TO 1/4" NOTES � � ? 1. Four feet of the sidewalk width shah lY'�\\\ - belheminimum pedestrian ��\ /\/> CONTRACTIONJOINT► '. ', R / / IN SIDEWALK ONLY ► accessible route (PAR) Mee of vertical / �\ \v ► .� . �,��o !• and horizontal obstructions. Gratings, / ►' ' ! , Access Covers, Jundlon Boxes, �/ / FULL -DEPTH EXPANSION JOINT IN BOTH Cable Vaults, Pull Boxes and other CURB AND SIDEWALK(SEE STD PUN 101.11 appurtenances within the sidewalk `r�o must be flush with surface, and match i 318, : C ' CONTRACTION JOINT gmde a the sidewalk. JOINT AND FINISH DETAIL ► .� , 2. Monolithic Cement Concrete Curb and►.'P Sidewalk Is not permitted In new For other referenced NOTES see P .� construction. When replacement work STD PLAN104.2. necessitates a Monolithic Cement pgEMOLDE Concrete Curb build per WSDDT JOINT FILLER Standard Plan F-30.10-03. Paved surfaces must comply with STD PLAN 102.1 as applicable. E FULL -DEPTH 3. Concrete to be 4,000 PSI. EXPANSION JOINT PUBLIC WORKS CEMENT CONCRETE M. PLAN - 102PPRO 'ED: y DEPARTMENT SIDEWALK �P K o FRAME AND VANED GRATE i12, OR 6" HEIGHT TWO #3 BAR HOOPS FOR 12' HEIGHT RECTANGULAR ADJUSTMENT SECTION #8 BAR EACH CORN Ii 03 BAR EACH SIDE IFS BAR EAAGK . PRECAST BASE SECTION #3 BAR EACH CORNER 18' MIN. R3 BAR HOOP PIPE ALLOWANCES MATOMuM IPIPE MATERIAL INSIDE DIAMETER REINFORCED OR 12" PLAIN CONCRETE ALL METAL PIPE 16' CPsSF`* 12" (STD. SPEC. 9M20) SOLIDWALLPVC 13' (STD. 9PEG 8.05.12(1)) PROFILE WALL PVC 1s" (STD. SPED 8-06.12121) : CORRUGATED POLYETHYLENE STORM SEWER PIPE NOTES 1. As acceptable alternatives to the rebar shown in the PRECAST BASE SECTION, fibers (placed according to the Standard Specifications), or wire mesh having a minimum area of 0.12 square inches per foot shall be used with the minimum required rebar shown in the ALTERNATIVE PRECAST BASE SECTION. Wire mesh shall not be placed in the knockouts. 2. The knockout diameter shall not be greater than 20". Knockouts shall have a wall thickness of 2' minimum to 2.5" maximum. Provide a 1.5" minimum gap between the knockout wall and the outside of the pipe. After the pipe is installed, fill the gap with joint mortar in accordance with Standard Specification 9-04.3. 3. The maximum depth from the finished grade to the lowest pipe invert shall be 5'. 4. The frame and grate must be installed with the flange down. 5. The Precast Base Section may have a rounded floor, and the walls may be sloped at a rate of 1:24 or steeper. 5. The opening shall be measured at the top of the precast base section. 7. All pickup holes shall be grouted full after the basin has been placed. B. All grade rings and Castings shall be set in mortar in accordance with Standard Specification 9-04.3. SEE NOTE 1 ALTERNATIVE PRECAST BASE SECTION 817111. PUBLIC WORKS CATCH BASIN TYPE I PLAN - 200.00 J� DEPARTMENT MARCH 2008 NEM 181051191 NEM NEM 161101191 NEM NEM 6/7/19 NEM SURVEYED: SDM SCALE: 1 " = 20' NEM 3127119 NEM DESIGNED: NEM NEM 3/6/19 NEM NEM 12119118 NEM DR4WI4. LFM ONE INCH NEM 9121118 NEM CHECKED: NEM AT FULL SCALE IF NOT ONE INCH ACCORDINGLY BY DATE APPR APPROVED: CASCALE VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M NOTES 1. Not used. 2. All ramp and landing edges shall be separately formed. 3. Utilities structures that must remain are to be made nor -slip or nor -skid. 4. Utilities structures such as vaults and junction boxes shall not be located in the Pedestrian Access Route (PAR) of the Pedestrian Circulation Route. 5. Drainage appurtenances, such as manholes, catch basins, etc. shall not be located in the PAR. These should be locatec in the street or the buffer strip. 6. Accessible pedestrian access shall be provided for during construction. cY o STD. PLAN - 102.1 PUBLIC WORKS UTILITY PLACEMENT IN ppR ED: DEPARTMENT CEMENT CONCRETE SIDEWALK FNT� D TE DocuSign EnveopeID: 6EECF5B6.602A-4E4A-8436-A317AA638878 -.� 3M- FLAY FACE GOTHIC CID T 9- CIA �••I OD❑ O j ❑ STORY O ¢ 4- ❑qO0 � �843116"DIA GG 0-110' DIA 0-1 DIA (2) 3I8•-11 SS sCCKFT HEAD CAP 15• DIAWiry _ 111 OPF% PIGKHxF • SCREW ALLENDWYSHRS SIR ON S' DIA DOLT CIRCLE PLAN VIEW FRAME SECTION COVER SECTION CAST IRON FRAME AND COVER SEE NOTE - e cLAss e ASPHALT. SEE NOTE 4 qF CLEANOUT RISER, SEE NOTE 2 J SOIL TIGM 45' BEND WYE Soo TIGHT COUPLER UNDERORAIN, FOUT94G DRAIN COLLECTOR OR ROOF DRAIN COLLECTOR PIPE, SEE NOTE 1 TOOVERFLO'W -' L STRUCTURE OR STORM MAIN PAVED AREA (TYll 1' I EXTEND (AEANCKIT RID Z'ABOVE DESIGN PONDINING ELEVATKH•1 OR PER PLAN FERNCO GASKETED OESIGNPONDING OVIKCAP OR SIMILAR ELEVATION 4• STRF_AMBEO COBBLES i PER WSDDT 9•W,11(2) 4"COMPACTED SAND OR GRAVEL BACKE ILL FOR DRAWS PER INSOOT 9 V.12(4) 7] ill I.I 'I 11- Ile, III II 11i77I II -I i F_- I I I CLEANIOUT RDER ITf -1 N- SEE NOTE 2 LI it-il II ��iTl jH4_)i ! I �I1111 1, CLEANOUT RISER LOCATED WITHIN MECHANICAL PLUG OR CON71t4UED CONNECTION TYPICAL CLEANOUT CONFIGURATION BIORETENTION PONGING AREA NOTES: I DIAMETER TO BE 8-INCHES MINIMUM PRIVATE, 84NCHES MINIMUM PUBLIC. UNDFRDRAIN PIPE PER STD. PLAN 2e2le 2 CLEANOUT RISER SHALL BE SAME SIZE AND MATERLLL AS CONNECTED UNDERORAIN, FOOTING BRAIN COLLECTOR, OR ROOF ORAIN COLLECTOR PIPE. 3. FRAME AND COVER SHALL BE EJ PRODUCT NO, 00367549001 OR APPROVED EQUAL. COVER TO BE LOCNNG WITH ALLEN HEAD BOLT, MARKED ISTORM'. 4. FOR GLEANOUTS FULLY OR PARTIALLY WITHIN UNPAVED AREAS OUTSIDE OF BKNRETENrION PONOND AREA, POUR O• THICK. 2'x2'S'OUARE CONCRETE COLLAR AROUND FRAME. CONCRETE COLLAR SHALL RAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 PBI, GENERAL NOTESR I. GLEANOUTS FOR UNDERDRAN. FOOTING DRAIN COLLECTOR. AND ROOF DRAIN COLLECTOR PIPES SHALL BE INSTALLED AT A MINIMUM OF EVERY 100 FEET. AT EVERY 90 DEGREE OR SECOND 45 DEGREE BEND, AT THE END OF EVERY COLLECTOR PIPE, AND AT EACH END OF AN UNDE40RAN PIPE NOT CONNECTED TO AN OVERFLOW STRUCTURE. CLEAMOUTS SHALL BE INSTALLED TO ALLOW FOR MAINTENANCE ACCESS TO ALL PIPES. 2. ALL FITTINGS SHALL BE SM TIGHT. 3. CLEANOUT RISER SHALL BE LOCATED 0UT31DE OF BIORETENTION PONDING WHERE POSSIBLE. 4. CLEANOUTS SHALL NOT BE LOCATED WITHIN THE STREET TRAVEL LANE, UNLESS OTHERWISE APPROVED BY THE CITY - UNLESSOTMtA WISE NORD, DRAWnG 15 MOTTO SCALE INTSI tGAZ TD. PLAN - 226.00 o� PUBLIC WORKS �R DEPARTMENT STORM SYSTEM CLEANOUT 9/28/2018 1 DATE Cl TY OF RENTON Planning/Building/Public Works Dept. :45 R-401507 SM IN COMPLIANCE WITH CITY OF RENTON STANDARDS Q DEVELOPMENT ENGINEERING 21 + SURFACE WATER UTILITY jchavez 08/12/2019 jfarah 04/12/2019 (1�� HUYNH SHORT PLAT LUA17-000855 CONSTRUCTION DETAILS O r� v ) DATE: 8105119 FIELDBOOK: N/A PAGE: NIA DRAINING NO: 17597 SHEET.. 7 OF: 10