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HomeMy WebLinkAboutR-408319M 00 O 1 1 I) W I - FACE OF CURB 6' CEMENT CONCRETE _ _ 12'R. /"R. SIDEWALK RAMP - 6 12'- - 512' 1' - - VARIES OR LANDING � FROM I 6"TOO 12' R. 1' R. 124 6' IL l I • t0 12' R. TOP OF f ROADWAY 318" PREMOLDED I JOINT FILLER - - CEMENT CONCRETE L PEDESTRIAN CURB r AT SIDEWALK RAMPS AND LANDINGS f V-6- FACE OF ADJACENT CURB CEMENT CONCRETE 612 TRAFFIC CURB AND GUTTER _ _- SEE DEPRESSED CURB DETAIL THIS SHEET FACE OF ADJACENT CURB 1.24 TOP OF 6 12" 12" R. ROADWAY - -- FLUSH WITH GUTTER f 11 PAN AT SIDEWALK 2- RAMP ENTRANCE L 1:12 1:24 12'R. l TOP OF ROADWAY f L DEPRESSED CURB SECTION tO AT RESIDENTIAL DRIVEWAYS ONLY. FOR COMMERCIAL DRIVEWAYS SEE STD PLAN 104.2 DEPRESSED CURB SECTION FACE OF CURD AT SIDEWALK RAMPS - _fi12'- 1' 17, _512' 12' R. L FACE OF ADJACENT CURB L TOP OF -1I -. - m ROADWAY • VIA GUTTER SURFACE 1 PREMOLDED JOINT FILLER I E FULL -DEPTH 1' R. 81r4• EXPANSION JOINT _ _ 1' R. CEMENT CONCRETE j 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 cont'action joint spacing. 2. Exparsion joint shall be full depth, 3,W (in.) premolded joint filler. 3. For Depressed Monolithic Driveway Curb A Gutter Section. sec Standard Plan 104.2 • PUBLIC WORKS DEPARTMENT CEMENT CONCRETE CURBS STD. PLAN - 101 it • r � �71L1 l CEMENT CONCRETE CURBS NTS t 'd no "am IlgrpUtMO ' C1g1A i'eURIiR " j LIEF DETAiTMAe/lam TYPE CAB - ISOMEM VIEW (OOgIM1EROPJ- WITH CEMBI P TF cm a fall NOTE 3) NOTES 1. When a driveway width exceeds 15 feet Construct a full depth expansion joint with 3W )olnt Met along the driveway lane lines .FAMOFdw (see std. P(en 102). Construct expansion joints peri with the centedne an required at 15' maldmum spacing when driveway © wens oweoem ooxlloctwr .= l III • '" am" Sal m am lllAll>m \ widths excited 30'. a/a. IT IS, \ i _ tf a TOPOF ' r'moomy 2. See wild. plan 102 for sidewalk details. - - - 16 3. Curb and gutter shown, other curb designs may be spedIIII ; See sM. plan 101 for curb deRalis. 4. Not used. I • 5. The engineer will design all driveways to Include elevla cros at all NOM O oOa MAYLNOMMDWALOMO poinb rr18f ad with symbol'X•. All elevations are at the back of DEP M"M WNOLRHIC CURB A GUTTER DEIAL curb lop on uphill side. 6. Not used. 7. For Driveway Widths we DRNEWAY STANDARDS (See NOTE 10). The expansion joints (see Std. plan 102) shall be epwoed Its shown In the axfesptxldlrlg Isometric New. e. Slopes shall cor ply with seatior s P-V3.2.1 or R30322 or FACE OF AGMGFJR eras R3032.3 of the Revised DIsR Guideliaa for AcoesdbleNblic 1-� `1• Rigbisof-Pay, of November 23, 7005 (PROWAO). 9. Cur returns any Type GMAX Driveway may be approved on / 1 caw1by-cese basis. `F -1•Rs. 10. STREET STANDARDS Penton Municipal [ode (RMC) Title IV Development Regulations - CHAPTER 6 STREET AND UTILITY STANDARDS Section 4-6-060 STREET STANDARDS DEPRESSED CURB DETAIL AT RESIDENTIAL OR COKUM%MAL DRIVEWAYS, AND ALLEYS ORNEWAY STANDARDS • Renton Municipal Code (RMn Tide N Development Regulations Driveway Example: TYPE C1 B CHAPTER 4 R=gaoMerlw. C-Ca msucial CITY-WIDE PROPERTY DEVELOPMENT STANDARDS Nlarlb-tLarlse. --- - --- Section 44-ON PARKING, LOADING AND DRIVEWAY (MI Lana CWWMdMQ REGULATIONS B-aurtar(PYEnsgterlp) �n�OB'R' SuRt. PUBLIC WORKS DEPARTMENT CEMENT CONCRETE DRIVEWAY ENTRANCES - NOTES AND DETAILS SM. PLAN - 104.E _._,,,__-__ a,/v/, CEMENT CONCRETE DRIVEWAY ENTRANCE NOTES NTS Abossein Engineering, L.L.C. MECHAMCAL - ELECTRICAL CIVIL - LEED FIRE PROTECTION 18465 NE 68TH ST REDMOIND, WA. 98052 PH: (425) 462-9441 FAX: (425) 462-9451 Mail: eservice®abossein.com www.abossein.com RAISED EDGE DETAIL '.m B SIDEWALK LEVEL -�{ '� EXTEND S DEWALK TRANSVERSE 1'•0- 1'-0' Y 0N)PREMOLDEDJOINTFIUER EWEN)R I JOINTS TOINCLUDE RAISEDEDGE �TWICILL WHERE APPLICABLE ROLE DING �0_% 1 1FY(IN)R (I FORCURBDETAILS SEE STD PLAN 101 E"�,R ;r:. �N :l �EXlsnflc a0A0WAv �LFf% '•�'e' �}e1.•r• //GRUSHEOROCK ?Mxa� SEE RAISED EDGE ' 1'-0' SIDEWALK DETAIL-THISSHE LTYPICAL UNDER • CRUSHEDSURFACING TOP COURSE (CSTC SIDEWALK OMPACT TO 95S MOOIFIED PROCTOR ` ' MIN. ENGINEER) WANED EY CCC�//// NTT; -I RAISED EDGE OUTTE 8 SID IGLL UNDER ALL CJ Re 12" PNI R. (T"P.) CURER a SIDEWALIL CSTC UNDER FOR CURB DETAILS CURB a GURER TO BE 6 THICKNESS OR 2.0% + 1.5% MATCH FJOSTINO ROADWAY CRUSHED ROCK 1N SEE STD PLAN 105 EASE. WHICHEVER IS GREATER (". FOR aH J�L All CURB a GUTTER). v .Qi�r_ , FINISHED CRADEESURFACE �V TOP OF CONCRETE SURFACE 2- IN SNDEWALIK ADJACENT TO CURB MIN RW DING I/ (IN)It [TYPT 1 FOR CURB DETAILS �20% ..e% _ � SEE 6TD PlJUl fO+ BRIDGE OR PECESTRAN ��a •" w^� RAILING •(Y" �Y. FOR CURB DETAILS ADJACENT TO CURB BARRIER - SEE I SIDEWALK SEEM. tilt. ,STEEP FILL SLOPES) CONTRACT PLANS _NAIL OR BARRIER I I IQ- (IN)R.(TYP.I / / I SIDEWALK FLUSH ..�.. .•.�.. ..) IW W)R VERTICALWALl- ' SEE JEAN) ; r D2 JOINT (IN P FILLER E0 J F JOINT FILLER , ADJACENT TO CURB AND RAILING OR WALL E'1114) PREMOLDED FOR SIDE JOINT FILLER TREATMENTSIDEWALK ISUFFERSTRIP SIDEWALK ADJACENT TO WALL DETAIL (SEE NOTE 10) SIDEWALK 12' I R. SECTIONS 1 (NPTM 1.3% FOR CURB DETAILS 1.5%W M._ SEE STD PLAN 101 iBROOMED FINISH '�n .k' •fin, .- ORMATCHDOSTING TROWELED PER'METER FINISHED GRADE 1• (IN) BELOW TOP OF CONCRETE SURFACE FOR PLANTING -FLUSH IF PAVED (T g' 1E,• 5•. m�- ti CEMENTCONCRETECURB (CUADJACENT TO BUFFER STRIP FOR CURB (EIRtR SHOWN) •d FOR CURB SEE STD PLANN101 lot A NOTES 1. Fou'feet of the sidewalk Width shellbe the minimum pedestrian j IND � ALAIC NTercesslble route,PAR; free of ventralend horlmntal obsWctions. Grallr I.. Acrnsa Covers, Junction Boxes, FULL -DEPTH EXPANSION JOIN - IN BOTH Ca Be Vaults, Pull Boxes and oche' CURB AND SIDEWALK (SEE S1D rtAN t01.N appunenanees within the sidewalk ve' C CONTRACTION JOINT must be flush with surface, and match - gradeofthesidewalk. JOINT AND FINISH % DETAIL 2. Monolithic Cement Concrete Curb and �• •. Sidewalk Is not permitted In new For other referenced NOTES see • r ' ' . ! I : k °; Construct on. When replacement work STD PLAN 1 D4.2. - necessitates a Monolithic Cement PREMOIDE Concrete Curb build per WSDOT JOINT FILLER Plan F-30.10-03. Paved surfaces must comply With E FULL -DEPTH 3. Co-ele to be 4,000 PSI. STD PLAN 102.1 as applicable. EXPANSION JOINT �Rp PUBLIC WORKS CEMENT CONCRETE STD. PLAN - 102 DEPARTMENT SIDEWALK CEMENT CONCRETE SIDEWALK NTS DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878 SAND LAYER (IF REQUIRED). SEE NOTE 5 PAVEMENT BASE, SEE NOTE 6 a� 12' MIN. ABOVE SEASONAL HIGH GROUNDWATER OR HYDRAULICALLY SUBGRADE, SEE NOTE 4 J RESTRICTIVE LAYER PERVIOUS CONCRETE/POROUS ASPHALT MINIMUM MATERIAL THICKNESS (IN): RESIDENTIAL STREETS AND PEDESTRIAN ALLEYS PER✓IOUS POROUS PERVIOUS POROUS _AYER MATERIAL TYPE' CONCRETE ASPHALT CONCRETE ASPHALT (IN) (IN) (IN) (IN) OPERMEABLE PAVEMENT, SEE NOTE 1 8 6 5 4 © CHOKER COURSE, SEE NOTE 2 0 2 0 2 © AGGREGATE BASE, SEE NOTE 3 8 6 6 4 NOTES: 1. PERMEABLE PAVEMENT THICKNESSES LISTED FOR POROUS ASPHALT INCLUDE WEARING COURSE AND ASPHALT TREATED PERMEABLE BASE (ATPB) WHEN UTILIZED. PERMEABLE ASPHALT TREATED BASE (PATE) SHALL CONFORM TO THE RECUIREMENTS OF APWA GSP 4 SA2. CHOKER COURSE REQUIRED WHEN ATPB IS USED. 2. CRUSHED SURFACING CHCKER COURSE ICSCC) SHALL CONFORM TO THE REQUIREMENTS OF APWA GSP 4-04.2(9.03.9(2)EOPT2. 3. AGGREGATE BASE SHALL CONFORM TO THE REQUIREMENTS OF APWA GSP 4-04.2(9-03.9(2)).OPT1. RUNOFF STORAGE REQUIREMENTS MAY REQUIRE A THICKER AGGREGATE BASE. HYDRAULIC MODELING RESULTS SHOWING THE REQUIRES AGGREGATE BASE THICKNESS FOR STORMWATER CONTROL MUST BE SUBMITTED. 4. PREPARE AND PROTECT SUBGRADE PER APWA GSP 2-05.3(3) SUBGRADE FOR PERMEABLE PAVEMENTS. COMPACT TO A DEPTH OF 6" TO 90%-92% OF MAXIMUM DENSITY PER WSDOT 2-03.3114)D. OVERCCMPACTED SUBGRADE SHALL BE SCARIFIEDTO 8- MIN. AND RECOMPACTED. 5. PERMEABLE PAVEMENT SHALL BE DESIGNED WHERE TFE SOIL BENEATH THE BMP MEETS A MINIMUM ORGANIC MATTER CONTENT OF 1.0%AND A MINIMUM CATION EXCHANGE CAPACITY OF 5 MILLIEQUIVALENTS PER 100 GRAMS. A 6 INCH SAND LAYER MUST BE INCLUDED IN THE DESIGN BENEATH THE PERMEABLE PAVEMENT IF THE SOIL DOES NOT MEET THESE PROPERTIES. 6. PAVEMENT BASE SHALL BE INSTALLED PER APWA GSP 4-04.3(5) SHAPING AND COMPACTION. GENERAL NOTES: 1. REFER TO WSDOT LOCAL AGENCY GENERAL SPECIAL PROVISIONS (GSP.) DIVISIONS 2-9 APWA GSPE, AND WSDOT STANDARD SPECIFICATIONS 2. POROUS HMA SHALL CONFORM TO REQUIREMENTS OF APWA GSP 5-04. 3. MINIMUM UTILITY SETBACKS AND PROTECTION MEASURES MUST CONFORM TO CURRENT CITY STANDARDS, STD. PLANS 265.00, 265.10, AND 265.20, AND OTHER UTILITY PROVIDER REQUIREMENTS. COORDINATE WITH CITY ENGINEER IN THE EVENT OF UTILITY CROSSINCS OR CONFLICTS. 4. PERMEABLE PAVEMENT SHALL BE DESIGNED OR REVIEWED BY A LICENSED ENGINEERING GEOLOGIST OR GEOTECHNICAL ENGINEER. FOR ALL APPLICATIONS, PAVEMENTDESIGNS MUST BE PREPARED BY AN ENGINEER LICENSED IN WASHING -ON STATE. 5. ACCEPTANCE TESTING FOR SIDEWALKS, PATHS AND VEHICULAR PAVEMENT LESS THAN 2,000 SF SHALL BE AS FOLLOWS: PAVEMENT SHALL BE PERMEABLE ENOUGH TO ABSORB WATER AT A MINIMUN RATE OF 20 INCHES PER HOUR IMMEDIATELY AFTER SURFACE HAS BEEN WETTED CONTINUOUSLY FOR AT LEAST 10 MINUTES. APPROVAL'NITH 5 GALLON BUCKET TEST, WATER TRUCK, OR ASTM C1701 USING A 12-INCH RING SEALED AT THE PAVEMENT SURFACE. 6. ACCEPTANCE TESTING FOR ROADWAYS AND PARKING AREAS OF 2,000 SF OR GREATER SHALL HAVE A MINIMUM INFILTRATION PATE OF 100 INIHR PER ASTM C1701 ANC APWA GSP 5-04.3 AND 5-06.3(6). 7. ROADWAYS, DRIVEWAYS, AND PARKING LOTS SUBJECT TO VEHICLE LOADING SHALL MEET STRUCTURAL REQUIREMENTS OF CITY OF RENTON TRANSPORTATION DEPARTMENT STANDARDS FOR EQUIVALENT NON -PERMEABLE PAVEMENT TYPES. 8. FOR PERMEABLE PAVEMENT INSTALLATIONS ON SLOPES GREATER THAN 5%, CHECK DAMS AREA REQUIRED PERSTD. PLAN 261.20. 9, SEE CONSTRUCTION PLANS FOR SPECIFIC PROJECT REDUIREMENTS. UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS) PERMEABLE PAVEMENT MATERIAL STD. PLAN-261.10 PUBLIC WORKS APPROVED : VI DEPARTMENT SECTIONS - PERVIOUS CONCRETE AND GAZ 9/28/2018 I POROUS ASPHALT „ wA m rse,Io, DATE PERMEABLE PAVEMENT MATERIAL SECTIONS NTS POURAZARI #39659 BASE MAP/TOPOGRAPHY PROVIDED BY PQU 0 ❑ASBj OTHERS. ABOSSEIN ENGINEERING (AE) CANNOT BE HELD LIABLE FOR ACCURACY. CONTRACTOR SHALL FIELD VERIFY GRADES, UTILITIES AND ALL 0-4 *OTHER EX FEATURES IS, CONDITIONS. IF 14 CONDITIONS ARE NOT AS SHOWN WOR .oI ���1 � PLANS CANNOT BE CONSTRUCTED AS `SSr�NAL `a SHOWN, CONTACT AE PRIOR TO CONSTRUCTION. (PERVIOUS CONCRETE AND POROUS ASPHALT) PERMIT SUBMITTAL ►Me= HI • ► : 4 S At BY I DATE 1 1 F�VARIES� 1• MIN MIN I I MIN I MIN SPECIAL NOTE: ;I III II IN THE EVENT TRANSVERSE PATCHES EXIST WITHIN THE AFFECTED STREET, THE LENGTH 1 OF THE PATCH SHALL BE EXTENDED TO I I I INCLUDE ANY EXISTING PATCH WITHIN 10 1 FEET OF THE EDGE OF THE PATCH REQUIRED MII j FOR E NEW CROSSING AND ANY SUBSEQUENT PATCH EDGE WITHIN 10 FEET OF THE EDGE OF THE SECOND PATCH AND I j SO ON UP TO A TOTAL OF 300 FEET. FACE OF CUTTER OR EDGE OF PAVEMENT TRAFFIC FLOW I I I I I 2" HMA I I t I 1 CENTER LINE OR LANE LINE 2" TO 8' HMA 1 6.5' MIN. 2" DEPTH OF PLANING OR SAWCUT AND REMOVE VARIES: 6.5' MIN. -- 1' )' I•� )' 1• r DEPTH OF EXISTING PAVEMENT VARIES MIN I MIN I I MIN I MIN 111 2" SAWCUT AND REMOVE OR PLANE, SEAL NTH AR-4000W (EACH SIDE) 2" HMA SAWCUT AFTER BACKFILL (EACH SIDE) WDTH OF TRENCH AS REQUIRED BY SIZE F PROPOSED IMPROVEMENT (SEE E FOR STANDARD SPECIFICATION 2-09.4) PLUS AN ALLOWANCE FOR ANY SHORING. SHORING, IF NEEDED, SHALL MEET THE REQUIREMENTS OF WSDOT STANDARD SPECIFICATION 7-08. 3(1)8 TRENCH WIDTH 2" - 6" MIN. HMA (SEE NOTE 2) 6" CRUSHED SURFACING TOP COURSE (CSTC) (9-03.9(3)) PER WSDOT STANDARD SPECIFICATIONS, COMPACTED TO 95% MODIFIED PROCTOR. CSTC, BANK RUN GRAVEL FOR TRENCH BACKFILL (9-03.19). GRAVEL BORROW (9-03.14(1 )) PER WSDOT STANDARD SPECIFICATIONS OR NATIVE MATERIAL IF APPROVED IN WRITING BY ENGINEER BASED ON GEOTECH REPORT, COMPACTED TO 95% MODIFIED PROCTOR. PIPE ZONE BEDDING. MATERIAL- SEE STANDARD PLAN 110.1. FOR NOTES, SEE STANDARD PLAN 110.1 TYPICAL TRANSVERSE PATCH FOR' PLAN - 110 PUBLIC WORKS • PR EI? DEPARTMENT FLEXIBLE PAVEMENT OR RIGID PAVEMENT WITH OVERLAY 4=14�d TYPICAL TRANSVERSE PATCH NTS (FOR FLEXIBLE PAVEMENT OR RIGID PAVEMENT WITH OVERLAY) DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878 MIN. 4,000 PSI COMPRESSIVE STRENGTH CONCRETE BAND (TYP.) DEPRESS LANDSCAPING 1' PERMEABLE TO EDGE TREATMENT PAEMENT SECTION,NEXT V SEE STD. PLAN 261.10 \� LANDSCAPE /''1 6" EXTEND TO BOTTOM OF I PAVEMENTBASE CONCRETE BAND AT LANDSCAPE PERMEABLE FLUSH EDGES KEY OR EXPANSION JOINT PAVEMENT SECTION, PER DPW APPROVAL (TYP.) SEE STD. PLAN 261.10 IMPERMEABLE PAVEMENT 2" MIN. EMBEDMENT KEv FROM ADJACENT IMPERMEABLE PAVEMENT BASE CONCRETE BAND EXTEND TO BOTTOM OF PAVEMENT BASE CONCRETE BAND BETWEEN PAVEMENT NOTES: 1. ALL PERMEABLE PAVEMENT APPLICATIONS SHALL CONFORM TO THE CITY OF RENTON SURFACE WATER DESIGN MANUAL SECTION C.2.7 AND WSDOT LOCAL AGENCYGENERAL SPECIAL PROVISIONS. 2. SEE CONSTRUCTION PLANS FOR SPECIFIC PROJECT REQUIREMENTS. UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS) STD. PLAN - 261.00 PUBLIC WORKS PERMEABLE PAVEMENT - APPR ED 1, DEPARTMENT [1,R) GAZ 9/28/2018 :45 A EDGE TREATMENTS DATE PERMEABLE PAVEMENT EDGE TREATM NTS SURVEYED: GEODETIC SURVEYING SERVICE DESIGNED: S P DRAWN: S P CHECKED: S P APPROVED: SCALE: AS INDICATED ON DRAWING ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL- NAD 1983/1991 DATUM alp'IFMIMCLYOE95OEMNawAPsi _t - (seewmt I O LF CP PAVED r eRrWwY IeOJREo err ExPffatDA P�iA ra �4 I cal x F 11 1 '� L i Q ^ r sEF MfE E @pal wrnElE sFE rp/F I - l CEEE.r1 c-RETE J w.P VAM,a.W B CUMIGu- ELOEE ITYP.I SEE NOTE 31 sreDNTIlaciNN lOerf /TYP.I (aEEETO. PLAN- Ion PLAN VIEW V 1116 - ird�m ^ ss%uAt, sEENOREITYPI I 14� P IN 4'MN L uSNE CONC1IER a LN aVlaisSut aWrIM fOEYYtx WExPAaE10N"PFt I1W1 NEE NOR iI SECTION O us SEC, PtA. Rz IRRmPi "� Nn 0.1EIENCE M ELOPE LUX - - _--DR1=W.�1NE SLOPE ISLOPESI-EZACIAR OI I sx T - +mow DpFawArwllMiR,e ' 0 % 1` - O s pM tml Comm 1111"" CRF"BALK TYPE RIB -ISOMETRIC VIEW (RESIDENTIAL. WITH BUFFER) CEASW CONCRETE CrsY a OUIIFR Ise! ND1E A For NOTES STD. PLAN 104.2 STD. PLAN - 104.3 PUBLIC WORKS CEMENT CONCRETE DRIVEWAY F'twaPR �'ED DEPARTMENT ENTRANCE - TYPE RIB a. i •egg 2immcrman. Pu51,c WD'k, Ad m�nlslrator CEMENT CONCRETE DRIVEWAY ENTRANCE NTS NOTE: PER RSWDM FIGURE C.2.7.1.A OF PERVIOUS/POROUS CONCRETE, MINIMUM AGGREGATE (FREE DRAINING BASE) SHALL BE 16" OVER 6" THICK SAND LAYER. THE THICKNESS OF POROUS CONCRETE SHALL BE 8". CONTRACTOR SHALL PROVIDE A GEOTEXTILE SOIL SEPARATION FABRIC BETWEEN THE SAND LAYER AND THE AGGREGATES AS SHOWN IN THE REFERENCED FIGURE. `FALL 811 (2) BUSINESS DAYS BEFORE YOU DIG (UNDERGROUND UTILITY LOCATIONS ARE APPROXIMATE) CITY OF JW RENTON Planning/Building/Public Works Dept. R-408319 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING Nathan Janders 03/19/2020 FIRST UKRAINIAN PENTECOSTAL CHURCH 3811 NE 21 ST ST RENTON, WA 98056 CITY OF RENTON ROADWAY STANDARD DETAILS 0 M M O C) V J IL L J 0 0 / �/1' w J ii i W 02-25-20 � FIELDBOOK: PAGE DRAWING NO: C8.4 SHEET: OF. 25 65