Loading...
HomeMy WebLinkAboutR-427531W W V Q Z N v 3/8- PRENIOLDED JOINT FILLER (TYP) FACE OF CFMFRI NEOF FRAMEQGRATE CURS 6 1 2" 13• 1/2- R.. MATCH ROADWAY SLOPE • , D 3" to 1 RECESS. •': D • 1. R. i 1ft2' p- • p D D a --SEE NDIE2 /B•R X 5/B'O DUMMY JOINT BEENOTE2 Z' U" b FRAME AND ORATE - NOT INCLUDED IN CURB AND GUTTEROM ITEM TOP OF .._. `.. .ROADWAY ADJUSTMENT SECTION -NOT INCLUDED p• p' IN CURB AND GUTTER BID ITEM '. CATCH BAB:N - NOT WCLUDED D . • IN CURB AND GUTTER BID ITEM D •D CEMENTCONCRETE CURB AND GUTTER SECTION O r" -• GENERAL NOTES: 1. The Intent of this design Is to facilitate the removal' of a catch basin with minimal disturbance of the curt,'. ` . , J 2. The expansion joints of the adjacent eldewalk shall be -adjusted to be In = = line with these curb f i` expansion joints. ISOh&41C VIEW CEMENT CONCRETE CURB SM. PLAN - 101.1 PUBLIC WORKS PRO r D: �'" + DEPARTMENT INSTALLATION AT CATCH BASINS4DAA Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878 SEE STANDARD PLANS 110, 110.1, 110.2, AND 111 FOR PAVEMENT RESTORATION REQUIREMENTS SURFACE RESTORATION AS SPECIFIED IN CONTRACT DOCUMENTS -_- 12"MIN. EXISTING PAVEMENT SURFACE i 8" MIN. ,SEE NOTE 4 / NEAT LINE TRENCH " \ CRUSHED SURFACING TOP COURSE" PER O O WSDOT STD. SPEC 9-03.9(3), COMPACTED TO 95% OF MAXIMUM DENSITY "CRUSHED SURFACING TOP COURSE" PER WSDOT STD. SPEC 9-03.9(3), "BANK RUN GRAVEL FOR TRENCH BACKFILL" PER WSDOT STD. SPEC 9-03.19, OR "GRAVEL BORROW" PER WSDOT STD. SPEC 9-03.14(1), COMPACTED TO 95% OF MAXIMUM DENSITY BENCH AS NEEDED FOR f SHORING SYSTEM WHEN J DEPTH IS 4' OR GREATER PIPE PIPE ZONE BEDDING AND BACKFILL PER STD. PLANS 220.00 AND 220.10 SEE NOTE 1 UNPAVED AREAS I PAVED AREAS NOTES: 1. SEE WSDOTIAPWA STANDARD SPECIFICATIONS SECTION 2-09.4 FOR MEASUREMENT OF TRENCH WIDTH. 2. EXCAVATIONS OVER 4' DEEP SHALL COMPLY WITH THE SAFETY STANDARD DESCRIBED IN CHAPTER 295-155 PART N OF THE WAC. 3. MAXIMUM BACKFILL DEPTH ABOVE PIPE SHALL NOT BE EXCEEDED, AS DETERMINED BY PIPE MANUFACTURER. 4. IN PAVED AREAS, IF PIPE HAS LESS THAN 3' OF COVER, USE "CRUSHED SURFACING TOP COURSE" FOR THE ENTIRE BACKFILL DEPTH ABOVE PIPE ZONE. 5. SEE CONSTRUCTION PLANS FOR SPECIFIC PROJECT REQUIREMENTS. UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS) STD. PLAN - 220.20 UR• PUBLIC WORKS TYPICAL TRENCH AND BACKFILL [PROVED 9/28/2018 1 DEPARTMENT GAZ Pram wo,R: Aamm�:vu., DATE :4 5 A. NOTES 1. Not used. 2. All ramp and landing edges shall be separately formed. 3. Utilities structures that must remain are to be made non -slip or non-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 located in the street or the buffer strip. 6, Accessible pedestrian access shall be provided for during construction. Y o STD. PLAN - 102.1 ®� PUBLIC WORKS UTILITY PLACEMENT IN pl'R 'FD P� DEPARTMENT CEMENT CONCRETE SIDEWALK j,% I (F N t0 GRgg Z,mmerman, Publ,t Works AUm 1111M.r 9 CEMENT CONCRETE CURB 6 GUTTER (SEE NOTE 3) CONCRETE / \. OT CURB 4 GUTTER SIDEWALK .� /� / / (SEE DETAIL THIS SHEET) ~� TYPE C213 - ISOMETRIC VIEW (COMMERCIA'-, WITH BUFFER) NOTES 1. When a driveway width exceeds 15 feet, construct a full depth expansion Joint with 3M" Jolnt filler along the driveway lane lines FACE OF CURB (see std. plan 102). Construct expansion joints parallel with the - eta G, 11r ' SEE HEcE'ETT G PF -F A °" r-1s B oen',ariine as required at 15' maximum spacing when driveway CONTRACT ON JONT -° widths exceed 30'. STD PLAN 162 ° wr• r 6 r ROACWAY 2. See slid. plan 102 for sidewalk details. ? ti j G- 3. Curti and gutter shown, other Curb designs may be specified. •. See Slid. plan 101 for curb details. tr 4. Not used. f •� _I 1;r V.r 5. The engineer Will design all driveways to Include elevations at all Nora oravEWAYLomtonme lEMY01SION points marked with symbol W. All elevations are at the back of JOINTS SHALL EFULL VIE" t DEPRESSED MONOILTIM CURB A GUTTER DETAL Curb top On uphill aide. 6 Not used 7 For Driveway Widths ass DRIVEWAY STANDARDS (See NOTE 10), The expansion joints (see s'td plan 102) shah be spaced as shown In the corresponding Isometric view. 8. Slopes shall comply with sections R303.2.1 or R303.2.2 or FACE OF ADJACENT CURB R3032.3 of the Revised Draft Guideline° for Accessible Public Rigbt3-of-Way ofNovemba 23, 2005 (PR(YWAO). 1' 9. Curti returns for any Type C-MAX Driveway may be approved on rR a case -by -case basis %(itJTTERa�UIiFACE 10. STREET STANDARDS = Renton Municipal Code (RMC) 1•RD D• TrUe IV Development Regulations /� / CHAPTER 6 STREET AND UTIUTY STANDARDS 'D > Section 4-"60 MEET STANDARDS DEPRESSED CURB DETAIL AT RESIDENTIAL OR COMMERCIAL DRIVEWAYS, AND ALLEI'S DRIVEWAY STANDARDS = Renton Municipal Code (RMC) _ Title IV Development Regulations Driveway Example: TYPE C1B CHAPTER R=ResMcntid C-CDnvT rcW CITY-WIDE PROPERTY DEVELOPMENT STANDARDS Nuff bar of Lanes Section 4-4-080 PARKING, LOADING AND DRNEWAY (kWA Lane CtImrrleroei) REGULATIONS B-Bulfsr(Pkr*,gStrp) Sart-No Buffer SOU. PLAN - 104.2 - nnw.PUBLIC WORKS DEPARTMENT CEMENT CONCRETE DRIVEWAY ENTRANCES -NOTES AND DETAILS �,,��,,ii��), I). I -- �__ .._. _-- ,1l111, UNDERGROUND LOCATOR SERVICE CALL BEFORE YDIG! DIG 8/g1 PATCHED AREA SEAL WITH 4000 PLAN PATCHING A N TS OUTSIDE DIAMETER O (SEE NOTE 9) F ADJUSTMENT RING AND X SEE NOTE 2 X BOTTOM OF FRAME MORTAR JOINT(S) (3/8" MIN.-2" MAX.) ` ADJUSTMENT RING (1" MIN.). SEE SEE NOTE 3 AND SPECIAL PROVISION NOTE 6. 7-05.3(1). SECTION A -A NOTES 1. REMOVE PAVEMENT AND BASE MATERIALS FORA DISTANCE 5. CONSTRUCTION AND ADJUSTMENT SHALL BE PERFORMED WHICH IS EQUAL TO THE DIAMETER OF THE FRAME PLUS ONE ONLY BY A JOURNEYMAN MASON. FOOT (MIN.). ADJUST CASTING FRAME TO PAVEMENT SURFACE USING RISER RINGS AND MORTAR. 6. ADJUSTMENT OF THE FRAME TO GRADE SHALL BE ACCOMPLISHED WITH ADJUSTMENT RINGS AND MORTAR 2. REPLACE EXCAVATED MATERIAL WITH A MINIMUM OF 8" OF _ONLY. THE USE OF SHIMS IS PROHIBITED. HMA CLASS 2" PG 64-22 (OR TO A DEPTH THAT IS 2" BELOW THE BOTTOM OF THE UPPER ADJUSTMENT RING WHICHEVER 7. FRAME SHALL BE ADJUSTED TO PAVEMENT GRADE BY IS GREATER) OR AS APPROVED BY THE ENGINEER. TAPPING UNTIL FRAME IS FLUSH WITH PAVEMENT AS DETERMINED WITH A STRAIGHT EDGE OF SUFFICIENT LENGTH. 3. ADJUSTMENT RINGS AND FRAME SHALL BE FULLY BEDDED IN MORTAR. MORTAR SHALL BE ASTM C270 FOR TYPE S. B. ALL MORTAR JOINTS SHALL BE TRIMMED FLUSH AND REMAIN VISIBLE UPON COMPLETION. 4. MORTAR SHALL BE MIXED AND APPLIED PER MANUFACTURERS DIRECTIONS. 9. X= V-0" MIN. TO 2'-6" MAX. - PER ENGINEER'S INSTRUCTION STD. PLAN - 106 TYPICAL CONSTRUCTION - PUBLIC WORKS A Ro`'eD'- �T� DEPARTMENT AND ADJUSTMENT OF MANHOLE RISERS � *11AE P�eu� ,mmx..mr BUFFER STRIP CURB OUTSIDE CURB CURB CURB CURB BUFFER STRIP Y-0'MIN 1 2 iTRUCKAPROR 1 iOLANE IO LANE i 2 I IOSPLITTER ISLAND 1 2 i OLANE 0LANE , 2 1 3'-O"MIN. , 1O SIDEWALK INITIAL 2" DEEP SAWCUT OR GRIND, AND LIMIT OF FINAL OVERLAY. GRIND AND PAVE FULL STREET WIDTH OVERLAY REQUIRED. EDGE OF EXISTING PAVEMENT EDGE OF TRAVELED LANE (EDGE STRIPE) VARIES: 4.5' MIN. (SEE STD PLAN 110.1) CENTER OF ANY MARKED LANE LINE, PROVIDE NEW CHANNELIZATION AFTER OVERLAY SECONDARY FULL DEPTH SAWCUT FOR PROPOSED TRENCH -" INITIAL 2" DEEP SAWCUT OR GRIND, AND LIMIT OF FINAL OVERLAY. GRIND AND PAVE FULL STREET WIDTH OVERLAY REQUIRED FOR TYPICAL SECTION AND NOTES SEE STANDARD PLAN 110.1 STD. PLAN - 110.2 PUBLIC WORKS REQUIRED SAWCUT, GRIND AND 1YfI '1,D. DEPARTMENT OVERLAY FOR LONGITUDINAL TRENCHES l0. \\\\\\\\\\\\\\\\\I \\\\\\\\\\\ CURB PLACEMENT\\\\\\\\\\y \\\\\\\\ -SEE CONTRACT PLANS FOR TREATMENT (TYP.) SECTION O CENTRAL ISLAND NOTES: 1 BUFFER STRIP CURB CURB 1. Construct curb joints at cement concrete pavement SIDEWALKO 3'- 0" MIN 2 CIRCULATING ROADWAY I TRUCK APRON O CURB 3 transverse joint locations. If all adjacent pavement IQ is HMA, see Standard Plan F-30.10 for Curb Expan- sion and Contraction Joint Spacing. \ 2. See Standard Plan F-45.10 for placement of SEE CURB PLACEMENT PLANS FORACT Detectable Warning Surfaces (DWS). SEE CONTRACT PLANS FOR PAVING TREATMENT SECTION © AND SURFACING(TYP.) 3. See Contract Plans and Standard Plan M-15.10 for ROUNDABOUT CONFIGLRATION WILL VARY locations and layout of crosswalks, DEPENDING ON CONTACT PLANS SPLITTER ISLAND LEGEND CURB RAMP 10 Width varies - See Contract Plans. cum SIDEWALK CURB 2 -OUTSIDE OR RIGHT SIDE O Match adjacent pavement thickness o but not less than 6 inches. 16 to^ ROUNDABOUT MATCH ROADWAY C TRUCK APRON 4" 1r ROVE Err IBU R a BUFFER -OMR CURB 3 - 1 CENTRALISLAND ^ FACE OF 1 OUTSIDE TRUCK ,• APRONN S CONAI NBANS R g B ' S REW CURB 1. SPLITTER SGOjpF WA SN�1 ROUNDABOUT TRUCK APRON ISLAND '`rw �01 CEMENT CONCRETE CURB AND GUTTEROZ (SINGLE 6LOPE CURB) SECTION © A �i7V. R A. DamsU Sae PD m ROUNDABOUT SPLIT TER ISLAND �O 3T381 qVW NOSING CURDETAIL w R BUFFER srv� (SEE CONT ACT LANFOR RADIUS (R)) 3/B"PREMOLOED yr R(TrP) N JOINT FDER (OPTIONAL) FACE IMTCH ADWA Jun28,2024 CLUB LT OM SLOPE � IYR IR q^OMB RYPJ Mi � ROADWAY q R o , P SIDEWALK - ROUNDABOUT CEMENT TD OFTRucH- ' -- CONCRETE CURBS ----J------------ AFRON 1 ' PARTIAL VIEW STANDARD PLAN F-10.18-04 OPTIONAL SHEET 1 OF I SHEET CONSTRUCTION APPROVED FOR PUBLICATION CURB 2 CURB 3 �Qrm,� Jun 28,2024 (OUTSIDE, RIGHT SIDE OR SPLITTER ISLAND) ROUNDABOUT CENTRAL ISLAND STATE DESIGN INGINLLR ROUNDABOUT CEMENT CONCRETE CURB AND GUTTER CEMENT CONCRETE CURB WaahlnyMn State (SINGLE SLOPE CURB) (SINGLE SLOPE CURB) T Department of Tri mpprt.9- 1 1ST SUBMITTAL CORRECTIONS DJL 9/23/25 SURVEYED: SCALE: BY OTHERS VERTICAL NAvo 1988 83/1 2 2ND SUBMITTAL CORRECTIONS DJL 4 20 26 HORIZONTAL NAD 193/1991 DESIGNED: 3 95% CD'S DJL 5/15/26 DAME ✓" LARSON, P.E. 4 3RD SUBMITTAL CORRECTIONS DJL 5/26/26 DRAWN:CHUCK FEML/NG ONE INCH DATUM CHECKED. AT FULL SCALE KATIE LANE, E"l. T. SCALE NOT ONE ING ACCORDINGLY NO. REVISION BY DATE APPR APPROVED: DAN/EL ✓. LARSON, P.E. CITY OF 'R RENTON Planning/Building/Public Works Dept. old O N v O O O J Lq 0001'* ?�•ot''wq'sy�yso CIVIL ENGINEERING �• P `' �� LANDSCAPE ARCHITECTURE PLANNING •o'• P, 21018929 '� DESIGN SURVEYING Fss/ONAL ENG\ 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 5126l26 R-4 2 7 531 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING yqi 06/09/2026 W !(ENNYDALE GA TEWA Y DATE 5115126 Q 1310, 1321 & 1331 NE 43RD ST, RENTON, WA 98056 FIELDBOOK: O PAGE DRAWING NO: C4.32 Z ROAD & STORM DETAILS SHEET: 31 OF: 48