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Home My WebLink AboutR-406216A PORTION OF SE 1/4, SE 1/4, SECTION 32, TOWNSHIP 23 N, RANGE 05 E, W.M., KING COUNTY, WA N O O O W J H ry 0 U) W 0 0 ry Z U-1 2 O LU W CO 3 BAILING WIRE /'- SURVEY FLAGGING / DO NOT NAIL OR STAPLE WIRE TO TREE.; o MIN. METAL FENCE 10' - 20' g/ //✓/ /✓ //// ///�, 'OST(TYP.) N. NOTES 1. CONDITIONS OF USE 1.1, TO ESTABLISH CLEARING LIMITS, STAKE AND WIRE FENCE MAY BE USED: 1.1.1. AT THE BOUNDARY OF CRITICAL AREAS, THEIR BUFFERS AND OTHER AREAS REQUIRED TO BE LEFT UNCLEARED. 1.1.2. AS NECESSARY TO CONTROL VEHICLE ACCESS TO AND ON THE SITE. 2, MAINTENANCE AND REQUIREMENTS 2.1. IF THE FENCE IS DAMAGED OR VISIBILITY REDUCED, IT SHALL BE REPAIRED OR REPLACED IMMEDIATELY AND VISIBILITY RESTORED. 2.2. DISTURBANCE OF A CRITICAL AREA, CRITICAL BUFFER AREA, NATIVE GROWTH RETENTION AREA, OR OTHER AREA REQUIRED TO BE LEFT UNDISTURBED SHALL BE REPORTED TO THE CITY OF RENTON FOR RESOLUTION. 2.3. THE CITY MAY REQUIRE MORE SUBSTANTIAL FENCING IF THE FENCE DOES NOT PREVENT ENCROACHMENT INTO THOSE AREAS THAT ARE NOT TO BE DISTURBED. UNLESS OTHERWISE NOTED, DRAWING 15 NOTTO SCALE (NTS) AdxSTD. PLAN - 212.00 • PUBLIC WORKS PPRO D: DEPARTMENT STAKE AND WIRE FENCE GAZ 9/28/2018 I 140VPR d�yu� wo.t: ndm�m:vam, DATE s RAISED EDGE DETAIL 1 ' SIDEWALK LEVEL 1/2' EXTEND SIDEWALK TRANSVERSE t'-a 11-0' 'IM ON)R JOINTS TO INCLUDE RAISED EDGE 3B-(IN) PREMOLDED JONIT ELLE:R TYPICAL WHERE APPLICABLE ROM DING 2�_0% 1 1tT (IN) R (fYP.) • , • . I b T.91L FOR CURB DETAILS I: 1•(IN)R. ! e •'r cW. �� +- i_•v r SEE STD PLAN 101 ROADWAY • e' ••• SSFY� ,, ..• _T1I_r~___vl� 'P• j ,EXlST1NG ROCK FIASI i'S•• •- SEE RAISED EDGE //CRUSHED •'L_� _ _ _ .. T Or SIDEYIAL( DETAIL - THIS SHE ALL CUT LTYPICAL UNDER SIDEWALK CRUSHED SURFACING TOP COURSE stet MIK SLOPES OMPACT TO 957E MODIFIED PROCTOR WITH RAISED EDGE (UNLESS REQUIREMENT WANED BY Irr (IN) R. jfYP,) ENGINEER) TYPICAL UNDER ALL CURE, GUTTER d SIDEWALK CSTC UNDER 1 FOR CURB DETAILS CURB L GUTTER TO BE r THK WESB OR SEE STD PLAN 101 N MATCH EXISTING ROADWAY CRUSHED ROCK BASE, WHICHEVER IS GREATER MP FOR ,F• ALL CURB a GUTTER). t FINISHED GRADE 1- (1N) SELOW r-a SIDEWALK TOP OF CONCRETE SURFACE ADJACENT TO CURB MIN D- RdJ ING 11 (IN) R I YP I -� 1 FOR CURB DETAILS SEE BTD PLAN 101 101 __ r - BRIDGE OR PEDESTRIAN •. _ , •r RAILING �` FOR CURB DETAILS BARRIER -SEE SIDEWALK SEE STD RAN 101. ADJACENT TO CURB (STEEP FILL SLOPES) CONTRACT PLANS -WALL OR BARRIER 1 ' I 1!r (INj R (TYP.) �/ FLUSH / I I.ax - SIDEWALK A 1? 00 R ••r,• VERTICAL WALL - - ...... SEE DETAIL 31e' (I NI PREMOLDED E.4 JOINT FILLER ADJACENT TO CURB AND RAILING OR WALL PREfaOIAEO JOINT FILLER FOR SIDE TREATMENTI SIDEWALK BUFFER STRIP SIOEWALKADJACENT T0WALL DETAIL SEE SIDEWALK (SEE NOTE 10) SECTIONS 117 (IN) R 1 (TYP I FOR CUI'm DETARB 1.a1Y,� 1b%MIN 96E OD PLAN BR TFINISH MACH OR MATCH ESOIiH - / 0 5' 4-w10DE, SMOOtH TROWELED PERIMETER FINISHED GRADE 1' II BELOW 70P U CONCRETE SURFACE Fort PLANTING - FLUSH IF PAVED _ /'- 10 5✓�I �.�` CEMENT CONCRETE CURB CURB AND GUTTER SHOWN) ADJACENT TO BUFFER STRIP if FOR CURB DETAILS _ _G SEE STD PLAN 101 2 lfr TO 114' NOTES -�� - /.`� 2 1. Four feet of the sidewalk width shall be the minimum pedestrian CCNTRACTION.IaNT . • e •,.�• accessible route i.nn,, free Of vertical ♦ IN SIDEWALK OWL V . •. • S !1 •. / ; and horizontal obstructions. Gratings, � � - �' ••; 'p Access Covers. Junction Boxes, a ! " - _ FULL -DEPTH EXPANSION JOINT IN BOTH Cable Vaults, Put Boxes and other . _- `'�/� CURB AND SIDEWALK (sH s1D PUN 101-1) appurtenances within Iho sidewalk C CONTRACTION JOINT must be flush with surface, and match grade of the sidewalk ��' _ JOINT AND FINISH DETAIL . • e ' 2. Monolithic Cemert Concrete Curt and •� •• •a1 Jb •� Sidewalk is not permitted in new For other referenced NOTES see construction. When replacement work STD PLAN 104.2. • R • •P necessitates a Monolithic Cement Concrete Curb build Per WSDOT JOINT FILLER Standard Plan F-30.10-03. Paved Surfaces must Comply with STD PLAN 102.1 as applicable. E FULL-DEPTH3. Concrete to Ix 4,000 PSI. EXPANSION JOINT � PUBLIC WORKS CEMENT CONCRETE STD. PLAN - 102 DEPARTMENT SIDEWALK 'A4t'' 17 1, Know what's below. a Call before you dig :45 Af 05/27/2020 -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 NOES SEE STANDARD PLAN 110.1 STD. PLAN - 110.2 PUBLIC WORKS REQUIRED SAWCUT. GRIND AND PPR 'ED: DEPARTMENT OVERLAY FOR LONGITUDINAL TRENCHES III� . Ar LANDIN GRADE BREAK SEE CONTRACT PLANS - 4' - 0" MIN. CEMENT CONCRETE SIDEWALK - SEE NOTES FLARE (TYP.) 318" EXPANSION JOINT (TYP.) - SEE STANDARD PLAN F-30.10 GRADE BREAK r � CURB, OR CURB AND GUTTER - SEE NOTE 4 FACE OF CURB MEASURED PARALLEL TO CURB (TYP.) LU w a a z I,U LL m SLOPE TREATMENT - SEE STANDARD PLAN F-30.10 e 1' MINI 1 VARIES 1' 1' MIN � MIN I MIN III I SPECIAL NOTE: - IN THE EVENT TRANSVERSE PATCHES EXIST WITHIN THE AFFECTED STREET, THE LENGTH i OF THE PATCH SHALL BE EXTENDED TO i INCLUDE ANY EXISTING PATCH WITHIN 10 ✓ FEET OF THE EDGE OF THE PATCH REQUIRED �' , ',: ' FOR THE NEW CROSSING AND ANY SUBSEQUENT PATCH EDGE WITHIN 10 FEET OF THE EDGE OF THE SECOND PATCH AND SO ON UP TO A TOTAL OF 300 FEET. •. t.' OF GUTTERPAVEMEOR .F, L EFACE DGE OF TRAFFIC FLOW t j:a .f." 2" HMA 4., 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. IF TM11N 1'DEPTH OF EXISTING PAVEMENT IMIN VARIES MIN I MIN 2' SAWCUT AND REMOVE OR PLANE, SEAL WITH AR-4000W 2" - 6- MIN. HMA (SEE NOTE 2) (EACH SIDE) V CRUSHED SURFACING TOP COURSE (CSTC) 2" HMA SPECIFICATIONS, COMPAC ED NORDX MODIFIED PROCTOR. SAWCUT AFTER BACKFILL (EACH SIDE) 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. WIDTH OF TRENCH AS REQUIRED BY SIZE OF PROPOSED IMPROVEMENT (SEE STANDARD SPECIFICATION 2-09.4) PLUS AN ALLOWANCEE FOR FOR ANY SHORING. SHORING, IF14 PIPE ZONE BEDDING, MATERIAL- SEE STANDARD NEEDED, SHALL MEET THE REQUIREMENTS OF WSDOT STANDARD SPECIFICATION 7-08.3(1)B PLAN 110.1. TRENCH WIDTH FOR NOTES, SEE STANDARD PLAN 110.1 PUBLIC WORKS TYPICAL TRANSVERSE PATCH FOR STD• PLAN - 110 ` is DEPARTMENT FLEXIBLE PAVEMENT OR RIGID PR PAVEMENT WITH OVERLAY Ell G=iE 1/2"X4" EXPANSION MATERIAL 1/4"R AT JOINTS __% SCORE LINES TO BE RADIAL TO CURB AND GUTTER 1 } 1/2"X4" EXPANSION MATERIAL 1/4"R AT JOINTS 1/4-/FT. SLOPE 1 /2 R 4. 1 ' W"-WIDTH OF SIDEWALK 1/2-W EXPANSION MATERIAL CEM. CONC. CURB AND GUTTER 1/4"R AT JOINTS SCORE LINES B 1/2"X5" EXPANSION MATERIAL CURB RETURN 7 ' ONLY 1/2"R 1/4"/FT. SLOPE 4„ i/2"R PAVEMENT AS PER PLANS PAVEMENT AS PER PLANS STANDARD GEM. CONC. PARKWAY STANDARD CEM. CURB AND GUTTER GUTT CURB AND GUTTER SECTION A -A SECTION B-B SEE SHEET 2.5.1 FOR ROADWAY DEVELOPMENT STANDARDS GENERAL NOES: JOINTS: DUMMY JOINTS SHAD. BE PLACED NOT TO EXCEED 1W 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. 1/21 114RU JOINTS SHALL BE PLACED AT ALL COLD JOINTS AS DRECTED BY ENGINEER AND $HALL EXTEND V BELOW CONCRETE. MERE THE SIDEWALK 15 TO BE PLACED AGAINST THE CURB AND GLITTER, THE JOINT SHALL BE A CCLO JOINT- 1/2-X 5- EXPANSION MAMMAL SHALL BE PLACED FROM P.C.'s TO P.tS AT ALL CURB RETURNS 1/2-X4" EXPANSION MATERIAL SHALL BE PLACED AT EVERY FOURTH SIDEWALK PANEL. THE CONCRETE MIX FOR SIDEWALKS SHALL CONFORM TO THE REQUIREMENTS OF CULSS B (3/4-) WITH AIR ENTRAINMENT. THE CONCRETE SHALL HAVE A BROOM FINISH WITH ALL EDGES HAVING A 2 1/2" TOOLED FINISH. SUB6RADE COMPACTION SHALL BE SOX (MODIFIED PRDI IDR)- 'TYPICAL SIDEWALK ADOPTED CITY OF RENTON t t STANDARD PLANS LST DATE:04/04 .� ...... nwr NAMII Fnn7 CP PArr. Fnn7 NOTES A CURB RAMP WIDTH 4'- 0" MIN. LANDING TO MATCH A CURB RAMP WIDTH - SEE CONTRACT PLANS CURB RAMP WIDTH 4'- 0" MIN. 1. At marked crosswalks, the connection between the curb ramp and the road - LANDING TO MATCH CURB RAMP way must be contained within the width of the crosswalk markings. I LANDING WIDTH - SEE CONTRACT PLANS Y I GRADE BREAK 2. Where "GRADE BREAK" is called out, the entire length of the grade break G CURB RAMP GRADE BREAK between the two adjacent surface planes shall be flush. SEE CONTRACT PLANS - CEMENT CONCRETE 4'- 0" MIN. SIDEWALK - SEE NOTE 5 3. Do not place Gratings, Junction Boxes, Access Covers, or other appurten- ances on any part of the Curb Ramp or Landing, or in front of the Curb PROVIDE SMOOTH TRANSITION Ramp where it connects to the roadway. TO SIDEWALK WIDTH (TYP.) SEE CONTRACT PLANS - MIN SEE CONTRACT 4. See Contract Plans for the curb design specified. See Standard Plan * a' - 0" MIN. * PLANS - 4'- 0" MIN. F-10.12 for Curb, Curb and Gutter, Depressed Curb and Gutter, and 318" EXPANSION - BUFFER WIDTH - MATCH Pedestrian Curb details. JOINT (TYP.) -• SEE TO CURB RAMP DEPTH CURB RAMP STANDARD PLAN F-30.10 (TYP.) 5. See Standard Plan F-30.10 for Cement Concrete Sidewalk Details. See Contract Plans for width and placement of sidewalk. GRADE v, BREAK TRANSITION TO SIDEWALK BUFFER, IF 6. The Bid Item "Cement Concrete Curb Ramp Type _" does not include the PRESENT, OR TO BACK OF CURB "to, - adjacent Curb, Curb and Gutter, Depressed Curb and Gutter, (Pedestrian ......... B......... / SEE GONTRAGT PLANS �II Curb, Or Sidewalks. ....... -CH/ 7. The Curb Ramp length is not required to exceed 15 feet (unless shown DEMENT CONCRETE otherwise in the Contract Plans). When applying the 15-foot max. length, CURB, OR CURB PEDESTRIAN CURB - o o a AND GUTTER - I SEE NOTE 4 the running slope of the Curb Ramp is allowed to exceed B.3 %. Use a DETECTABLE WARNING SURFACE - SEE NOTE 4 B I single constant slope from bottom of ramp to top of ramp to match into SEE STANDARD PLAN F-45.10 DETECTABLE WARNING SURFACE - the landing Over a horizontal distance Of 15 feet. DO not Include the FACE OF CURB SEE STANDARD PLAN F-4ti.10 abutting landing in the 15-foot max. measurement. DEPRESSED CURB AND GUTTER -• DEPRESSED CURB AND GUTTER B. Curb Ramps and Landings shall receive a broom finish. See Standard CROSSWALK SEE NOTE 4 CROSSWALK Specifications 8-14. 9. Pedestrian Curb may be omitted if the ground surface at the back of the Curb Ramp and/or Landing will be at the same elevation as the Curb O CONTRACTION JOINT (TYP.) - SEE STANDARD PLAN F-30.10 L Ramp or Landing and there will not be material to retain. FOR CURB RAMP LENGTHS GREATER THAN 8'- 0" PROVIDE PLAN VIEW CONTRACTION JOINT EQUALLY SPACED 4'- 0" MIN. OC. PLAN VIEW TYPE PERPENDICULAR A TYPE PERPENDICULAR B LEGEND DETECTABLE WARNING SURFACE - (SHOWN WITH BUFFER) SEE STANDARD PLAN F-48.10 - SLOPE IN EITHER DIRECTION D" MIN. 15 - 0" MAX. (TYP.) GRADE BREAK * 1.5 OR FLATTER RECOMMENDED FOR ASIGNIFORMWORK (2°% MAX.) SEE CONTRACT PLANS SEE NOTE 7 COUNTER SLOPE - GRADE BREAK 5.0°% MAX.. � � EFLATTER RECOMMENDED FOR * � DESIGN/FORMWORK (8.3% MAX.) * * TOP OF ROADWAY 9 5°% OR FLATTER RECOMMENDED FOR -� I DESIGN/FORMWORK (10°% MAX.) T • g LANDING CURB RAMP' �F��aJg wAS/j/Af,�ltdl DEPRESSED CURB AND GUTTER ^ `' /✓oA 1 SEE STANDARD PLAN F-10.12 0 SECTION (A ) CEMENT CONCRETE CEMENT CONCRETE CURB`JRAMP'TYPE CEMENT CONCRETE CURB RAMP "TYPE ��A �Q��tSEED4�0 PEDESTRIAN CURB - PERPENDICULAR "A" PAY LIMIT - SEE NOTE 8 J PERPENDICULAR "B" PAY LIMIT - SEE NOTE 8 sT$ SEE NOTE 4 ��faNA� FAG DETECTABLE WARNING SURFACE ^ y Zeller, Scott SEE STANDARD PLAN F-48.10 { Jun 24 2016 7:20 AM 3" R. TYP. DEPRESSED CURB AND GUTTER SEE NOTE 4 CEMENT CONCRETE CURB AND GUTTER - SEE NOTE 4 CURB RADIUS DETAIL O PLO1 READY FOR SUBMITTAL ENGINEERING 2 1ST REVIEW REVISIONS Surveyors & Civil Engineers 3 2ND REVIEW REVISIONS P.O. Box 412 4 3RD REVIEW REVISIONS Ravensdale, WA 98051 (206) 420-7130 www.PlogEngineering.com NO. REVISION ISOMETRIC VIEW TYPE PERPENDICULAR A PAY LIMIT MXP 05/27/2020 MXP SURVEYED: MXP MXP 11/05/2019 MXP DESIGNED: MXP MXP 04/05/202 MXP MXP 05/27/202 MXP DRAWN: CM CHECKED: MXP BY DATE APPR APPROVED: MXP ISOMETRIC VIEW TYPE PERPENDICULAR B PAY LIMIT PERPENDICULAR CURB RAMP STANDARD PLAN F-40.15-03 SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION �// Carpenter, Jeff *NAM, P4 Jun 29 2016 228 PM STATE DESIGN ENGINEER Adak ;Y Washington State Department of Transportation SCALE: VERTICAL: NAVD 1988 SEE GRAPHIC HORIZONTAL: NAD 1983/1991 CITY OF ONE INCH DATUM RENTON AT FULL SCALE IF NOT ONE INCH Plan ningBuilding/Public Works Dept. SCALE ACCORDINGLY L0 O N O 00 Q J 0 O O 1 ti ri1 R-406216 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING Nathan Janders 06/23/2020 Q J Q_ H 0 CIVIL PLAN SET DATE:Cn 05/27/2020 lwr� H A E V I N RIDGE SHORT PLAT PAGDBOOK: Of RENTON, WA DRAWING NO: Z 080-18 ROAD DETAILS SHEET: 16 OF: 23 2