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Home My WebLink AboutR-406216Q F- O U) W Q Z W Q W W 2 C0 L- ENCE POST'" V) 7 -A NOTES 1. CONDITIONS OF USE 1 TO ESTABLISH CLEARING LIMITS. STAKE AND WIRE FENCE MAY BE USED 1 t t 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 2A IF THE FENCE IS DAMAGED OR V SIBILITY REDUCED. IT SHALL BE REPAIRED OR REPLACED IMMEDIATELY AND VISIBIL17Y 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 -O BE DISTURBED. UNLESS OTHERWISE NOTED, DRAWING 5 NOT TO SCALE INTS) STD. PLAN - 212.00 PUBLIC WORKS STAKE AND WIRE FENCEff% PPR r 9/28/2018 I DEPARTMENT GAZ DATE RAISED EDGE DETAIL 1 P 6` lEVit ExTEImawrf&AAgRNrWwIL 1'•0' t•? Wpq ?IAA JOarTa TO a1R110BI1A�l00E TVPIT:Hi MpmououmAIMUJDjowIEJtptuR 1 2WA + Vr PEOR "I ONMr OirNa L • • • , L' tl1W M/EDEMAM r pN1 R -' • � � 1 Le! .Z,r'.1'", i4: fr. ,O�E11q R009 v �.'�-' ' •L D'` -~ ; tF _ / L711J111®IIDDNW • r• au RAWDE 1 .171 aDE I ALK DETAIL - THO T VPICA UNM C11 Fn 0 OFACNa TOP OdNE Ip1O �S]WIN � x R •R 1cO PRESMODIFIED NT W THIGH NOCTDR " 9NTH RAISED EDGE E-,p,�p TYPICAL UNDER ALL CURL 1!! Jim R (TYP 1 QUTTM S ODEVO" csm UHmER y`�.01L 1 L FOR Cllr OL'TAaa TO WATCH ZXWTWORON MYr CPUsED IRHOII, 01 ` KE a1D N{NH tat eva TYMd1EAn a GWATM(IYP Pat ALL CPO a aunmo • , �� MRYOYY : • O WRPALY ADJACENT TO CURB T .IT t . c IHrt ur RM m IT" I 1 FOR CURB DETAILS SEE ETD RAN $01 MIDGE OR PEDEaT1aAN S,jA�• r.•,•� 1 PAWING {�' WAR ctm mTA" ADJACENT TO CURB rPLANS a10[IsaHLA WE M PLAN W" pmP FILLaLcplm CC / I a IIAIaE[R vJ om R (TYP I F um , I a10lFYRlx � Tas Vr WIR WE RT" wftL - ta oETAII >K�P1M� P Vf ADJAC@R TO CURB AND RA&M OR WALL JOWT EUM 1n� t_c - .. %T EOEFMNK pHRTet BPI► SDEWAIX ADJACENT TO WALL DETAIL tk .,rA. K NEE NOTE q sLCTIDNa (COIL T f. TA � I FOR dRNa QTAaa - 1./asEL !@STD PLAN IN - --- - HOOFED Pole" ` on WATCH L•XM1B10 • r .T wE ED 9MEM romem OP of repNa alII I Tay OFCONCIlTE d SURPACI POk /tAMSm-HU JBH W d• ADJACENT TO BUFFER STRIP FOR CUM OSTW ' �,d 'sI� �' • WE STD PLAN 1101 NOTES t. IT TO Ur I - Four Isar o1 be tldaaiaR EMdri dial `'71 C04IRI1CT10N JOINT P be VeN�oA:onERlminilinvin•oe; AHn��be�iaEirEir�„ ��,� -i 1NaDEwAHxasY 'E•�,.'�R •, Access Cwars, JLHllrbbn BONES. - FULL.OEPTH EKPAN@Kw JOINT N 901N _ • • ' •. Cable VS^ AA Oam EIO Bear CURT AND StDEVAMIn RE S1S mm HNA oppomrRRHu 4M H Moth bin ow h � C CONTRACTION JOINT wade o1 to aldswah ` JOaT AND FENIBN DETAIL - •. .,�• __ ! MH OWk Caele+N Cann ait CI End • a • •• ( • SHdaataa M not panrlRnd N tow For Dater Felensi NOTES see canaftedom Whinl w.1 work sT0 PLAN Has. n.o.rEaoa, MotnrilNk E«11RrR Cannata Cwb bold per WSOOT BNHM-, -. -1 F•30.10-03. Paved surboss mud comply RFMn E FULLDEPTH 3. Canaan to be 4,000 ESL. STD PLAN 102.1 as appkeWHN EWAN910N JOWT PUBLIC WORKS CEMENT CONCRETE STD. PLAN - 102 DEPARTMENT SIDEWALKa I . Know what's below. Call before you dig A PORTION OF SE 1 /4, SE 1 /4, SECTIO :4 S At 05/27/2020 N 32, TOWNSHIP 23 N, RANGE 05 E, W.M., KING COUNTY, WA 1/2'X4' EXPANSION MATERIAL } o !-ARE i LANE LANE { } I 1 , ..�:.....,>�; i INITIAL 2' DEEP SAWCUT OR GRIND, AND I UNIT OF FINAL OVERLAY. GRIND AND PAVE { l FULL STREET WIDTH OVERLAY REQUIRED. I } I V: I i rT I ' r I I r t Ir 1 I I� t lr r ' i J 4 EDGE OF EXISTING PAVEMENT t r ) ' r* -EDGE OF TRAVELED LANE (EDGE STRIPE) ! L - / / t " -- - VARIES: 4.5' WIN. (SEE STD PLAN 110.1) / I ' 1 -.( - CENTER OF ANY MARKED LANE LINE. PROVIDE NEW CHANNELIZATION AFTER OVERLAY E:: 1 - SECONDARY FULL DEPTH SAWCUT FOR PROPOSED TRENCH y I INITIAL 2' DEEP SAWCUT OR GRIND, AND 1 LIMIT OF FINAL OVERLAY. GRIND AND PAVE J FULL STREET WIDTH OVERLAY REQUIRED 1 .to FOR TYPICAL SECTION AND NOTES SEE STANDARD PLAN 110.1 Sly. PUN - 110.2 PUBLIC WORKS REQUIRED ""CUT, GRIND AND PYk •1•.1) DEPARTMENT OVERLAY FOR LONGITUDINAL TRENCHES �Q- - ,n LANDING GRADE BREAK SEE CONTRACT PLANS - 4 - 0" MIN. CEMENT CONCRETE SIDEWALK - SEE NOTE 5 FLARE (TYP.) 318" EXPANSION JOINT (TYP.) - SEE STANDARD PLAN F-3D.10 GRADE BREAK CURB. OR CURB AND GUTTER - ' SEE NOTE 4 FACE OF CURB MEASURED PARALLEL TO CURB (TYP.) ZJ w 0 a J z w r m SPECIAL NO IN THE EVENT TRANSVERSE PATCHES EXIS' WITHIN THE AFFECTED STREET, THE LENGTI OF THE PATCH SHALL BE EXTENDED TO INCLUDE ANY EXISTING PATCH "THIN 10 FEET OF THE EDGE OF THE PATCH REQUIR 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 3DO FEET. TRAFFIC FLC 2- HMA 2' TO 8- H 2' SAWCUT AND REMOVE OR PLANE. SEAL WITH AR-4000W (EACH SIDE) 2' HMA SAWCUT AFTER BACKFILL - (EACH SIDE) I I MINNIN 1. VA MIN I MIN r 7F GUTTER OR 3F PAVEMENT ENTER ONE OR .ANE LINE 1-� 6.5' MIN. 2' DEPTH OF PLANING OR SAWCUT AND REMOVE VARIES: 6.5' MIN. T-111 1 �{ 1' 1'DEPTH OF EXISTING PAVEMENT I MIN VARIES I MIN IT MIN _T • 2- - BMIN. HMA (SEE NOTE 2) 6- CRUSHED SURFACING TOP COURSE (CSTC) (9-03.9(3)) PER WSOOT STANDARD SPECIFICATIONS, COMPACTED TO 95X MODIFIED PROCTOR. CSTC, BANK RUN GRAVEL FOR TRENCH BACKFILL (9-03.19), GRAVEL BORROW (9-03.14(1)) PER WSDCT 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 RD SPECIFICATION 2-09.4) PLUS AN ALLOWANCEE FOR FOR ANYNY SHORING. SHORING, If PIPE ZONE BEDDING. MATERIAL- SEE STANDARD NEEDED, SHALL MEET THE REQUIREMENTS OF WSDOT PLAN 110.1. STANOARD SPECIFICATION 7-08.3(1)B TRENCH WIDTH FOR NOTES, SEE STANDARD PLAN 110.1 TYPICAL TRANSVERSE SVRSE PATCH FOR am. PUN - 110 0 PUBIC WORKS PLMMLE PAVEMENT OR RIGID PR 'ED- DEPARTMENT PAVEMENT WITH OVERLAYit /1 ` A CURB RAMP WIDTH 4'- 0" MIN. LANDING TO MATCH CURB RAMP WIDTH - SEE CONTRACT PLANS LANDING I GRADE BREAK CURB RAMP SEE CONTRACT PLANS - CEMENT CONCRETE _ 4'- 0" MIN SIDEWALK - SEE NOTE 5 I PROVIDE SMOOTH TRANSITION - TO SIDEWALK WIDTH (TYP) SEE CONTRACT PLANS - * 4'-0"MIN 318" EXPANSION JOINT (TYP.) - SEE CURB RAMP STANDARD PLAN F-30.10 GRADE y "' BREAK TRANSITION TO SIDEWALK BUFFER. IF PRESENT OR TO BACK OF CURB (TYP.) - I I a : MI'M k SEE CONTRACT PLANS CURB. OR CURB AND GUTTER - DETECTABLE WARNING SURFACE - SEE NOTE 4 B I SEE STANDARD PLAN F-46.10 FACE OF CURB - DEPRESSED CURB AND GUTTER - CROSSWALK SEE NOTE 4 I O CONTRACTION JOINT (TYP) - SEE STANDARD PLAN F-30.10 FOR CURB RAMP LENGTHS GREATER THAN 8' - 0- PROVIDE 1/4 R AT JOINTS SCORE LINES TO BE RADIAL - A IER TO CURB AND GL 1/2-X4- EXPANSION MATERIAL 1/4-R AT JOINTS 1/4-/F-T. SLOPE 1/2R , . 4- 1 "W-WIDTH OF SIDEWALK 1/2-X4- EXPANSION MATERIAL CELL CONK. CURB AND GUTTER 1/4"R AT JOINTS V SCORE LINES 1/2'X5' EXPANSION MATERIAL CURB RETURN 7 ONLY 1/2'R 1/4'/FT, SLOPE 4 1/2'R PAVEMENT AS PER PLANS PAVEMENT AS PER PLANS STANDARD CEM. CONK. PARKWAY STANDARD CEM. CURB AND GUTTER CONK. CURB AND GUTTER SECTION A -A SECTION B-B SEE SHEET 2.b.1 FOR ROADWAY DEVELOPMENT STANDARDS GENERAL NOTES: JOINTS DUMMY JOINTS SHALL 0E PLACED NOT TO EXCEED Ir C/C NCR LESS THAN III C/G THEY SHALL NOT BE LM THAN J/18' N TIHOMESS AND SHALL BE EXTBmED 2- BELOW THE GUTTER UNE. 1/2- 7HRU JON19 SHALL BE PLACED AT ALL COLD JOINTS AS DRECTEA In CM044 ER AND SHAD. EXTEND 1- BELOW COIOCRETE MME INC SDfMAUt IS TO BE PLAC:M AGAINST THE CURB AND CUTTER, THE JOINT SHALL I A COLD JM(t 1/2-X 6- EXPANSION MATERIAL SHALL BE PLACED ARCM P.C.S TO P.T.•S AT ALL CURB RETURNS 1/2-X4- EXPANSION YATEII SHALL BE PLACED AT EVERY FOURTH SIDEWALK PANEL. THE CIDAIMEIE MIX FOR SIDEWALKS SMALL CONFORI/ TO THE REOUBRCLENTS OF MASS B (3/47 WTH AIR ENTRAINMENT. THE CONCRETE SHALL HAVE A BROOM FINISH MTH Ail, EDGES HAYM A 2 1/2' TOOLED FINISH. SOBCRADE r.CUPACTION SHAD. BE 901 NODV1rA PRDCMRy TYPICAL SIDEWALK ADOPTED CrrY OF RE=N + + 9TANIDARD PIAti9 LSE DATE:04/04 _.. nwr NAZI Fnn7 CD PArF• 1711117 A NOTES CURB RAMP WIDTH 4'- 0" MIN, 1. At marked crosswalks, the connection between the curb ramp and the road - LANDING MATCH CURB RAMP WIDTH - SEE E CONTRACT PLANS way must be contained within the width of the crosswalk markings. I 2 Where "GRADE BREAK" is called out, the entire length of the grade break GRADE BREAK between the two adjacent surface planes shall be flush. 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 Ramp where R connects to the roadway. MIN SEE CONTRACT 4 See Contract Plans for the curb design specified. See Standard Plan * PLANS - 4'- 0" MIN F-10.12 for Curb, Curb and Gutter. Depressed Curb and Gutter. and BUFFER WIDTH -MATCH Pedestrian Curb details. TO CURB RAMP DEPTH (TYP.) 5 See Standard Plan F-30.10 for Cement Concrete Sidewalk Details. See v Contract Plans for width and placement of sidewalk 6 The Bid Item "Cement Concrete Curb Ramp Type _" does not include the adjacent Curb, Curb and Gutter, Depressed Curb and Gutter, Pedestrian Curb, or Sidewalks. / 7 The Curb Ramp length is not required to exceed 15 feet (unless shown CEMENT CONCRETE otherwise in the Contract Plans). When applying the 15-foot max. length, PEDESTRIAN CURB - SEE NOTE 4 the running slope Of the Curb Ramp IS allowed t0 exceed 8.3%. Use a single constant sloe from bottom of ram t0 t0 of ram to match into DETECTABLE WARNING SURFACE - the landing over a horizontal distance Of 15 feet DO not include the SEE STANDARD PLAN F-411.10 abutting landing in the 15-foot max. measurement DEPRESSED CURB AND GUTTER 8 Curb Ramps and Landings shall receive a broom finish. See Standard CROSSWALK Specifications 8-14. 9 Pedestnan Cut 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 Ramp or Landing and there will not be material to retain. PLAN VIEW CONTRACTION JOINT EQUALLY SPACED 4'- 0• MIN. OC PLAN VIEW TYPE PERPENDICULAR A TYPE PERPENDICULAR B DETECTABLE WARNING SURFACE - (SHOWN WITH BUFFER) SEE STANDARD PLAN F-48.10 4'- T MIN. -� W- O" MAX (TYP.) GRADE BREAK SLOPE TREATMENT - SEE CONTRACT PLANS SEE NOTE 7 COUNTER SLOPE - SEE STANDARD PLAN F-30.10 * GRADE BREAK 5.0% MAX. % .* * \ / TOP OF ROADWAY LANDING CURB RAMP ODEPRESSED CURB AND GUTTER - 1 SEE STANDARD PLAN F-10.12 SECTION O CEMENT CONCRETE CEMENT CONCRETE CURB RAMP "TYPE CEMENT CONCRETE CURB RAMP "TYPE - PEDESTRIAN CURB - PERPENDICULAR "A" PAY LIMIT - SEE NOTE 8 PERPENDICULAR "B" PAY LIMIT SEE NOTE 4 DETECTABLE WARNING SURFACE - SEE STANDARD PLAN F-45.10 W R, TYP \�_ DEPRESSED CURB AND GUTTER - SEE NOTE 4 CEMENT CONCRETE CURB AND GUTTER - SEE NOTE 4 CURB RADIUS DETAIL O PL 1 READY FOR SUBMITTAL ENGINEERING2 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 �_Swa< ISOMETRIC VIEW TYPE PERPENDICULAR A PAY LIMIT LEGEND - - SLOPE IN EITHER DIRECTION * 1.5 OR FLATTER RECOMMENDED FOR DESIGN/FORMWORK(2%MAX.) * * 7S% OR FLATTER RECOMMENDED FOR DESIGN/FORMWORK (8.3% MAX.) * * * 9.5% OR FLATTER RECOMMENDED FOR DESIGN/FORMWORK (10% MAX,) ISOMETRIC VIEW TYPE PERPENDICULAR B PAY LIMIT Iz-� pp TASy/� t{, AO� P4p 28680 coA 01 STSV aG` S/ONAL t. /Cllcr, Scott Jun 24 2016 7:20 AM PERPENDICULAR CURB RAMP STANDARD PLAN F-40.15-03 SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION Cerpun , Nun e4-11 Ct. Pk6 Jen 29 2016' '.2R 11 STATE DESIGN ENGNEER MAW Washington State Deportment of T-ponation AS -BUILT NOTES 1. AS -BUILT INFORMATION ON THESE DRAWINGS IS BASED ON INFORMATION PROVIDED TO APCE BY SADLER & BARNARD SURVEYORS AND ANYTHING NOT SHOWN ON THESE PLANS AS HAVING BEEN CONSTRUCTED DIFFERENTLY FROM WHAT WAS SHOWN ON THE APPROVED CONSTRUCTIONS DRAWINGS IS UNDERSTOOD BY APCE TO HAVE BEEN BUILT PER THE APPROVED DESIGN PLANS. 2. OTHER THAN AS SHOWN AS -BUILT CHANGES TO SURFACE ELEVATIONS ARE NOT REFLECTED IN THIS PLAN. R-406216 IN COMPLIANCE WITH CITY OF RENTON STANDARDS MXP 5/27/2020 MXP SURVEYED MXP tic ALE SEE GRAPHIC VERTICAL: NA HORIZONTAL:NAD1983JI93/1991 CIVIL PLAN S E T UAIF 05/27/2020 MXP 1/05/2019 MXP DATUM CITY O F 11L• ' RENTON Planning/Building/Public Works Dept. H A E V I N RIDGE SHORT PLAT RENTON WA ROAD DETAILS DESIGNED:KAM MXP F IE L'JFSOCK PAH=c MXP 04/05/202 MXP MXP 05/27/202 MXP DRAWN: CM ONE INCH RAVING Nc. 080-18 CHECKED. AT F111LNOT ONE IF NOT ONE INCH SCALE ACCORDINGLY 5,IL1 BY DATE APPR APPROVED MXP 16 23 (D Cl) O O N LI O N O O O 00 Q J O O O r 1