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Home My WebLink AboutR-392341co N 0� co I 0 W Y rr W n Q 7 Z L LLJ 0 LL 1 rr J Z O 0 Z Y J Q m 0 U U) v 0 IYi O N N E a� 0 U) 0 rn I Ln Ln CD c0 0 LI7 LC) CD Q0 o CEMENT CONCRETE PEDESTRIAN CURB - � SEE NOTE 9 B LL m CURB RAMP / o / CEMENT CONCRETE PEDESTRIAN CURB - _ SEE NOTE 9 CEMENT CONCRETE CURB AND GUTTER - SEE NOTES 4 DETECTABLE WARNING SURFACE- CRI SEE STANDARD PLAN F-45.10 ASBUILT ROAD AND DRAINAGE NOTES AND DETAILS FOR ALL UIM AT TIFFANY PARK PTN OF THE W1/2 & SE1/4 OF THE SE1/4 AND PTN OF THE NE1/4, OF THE SW1/4 OF SEC. 21, TWP. 23 N., RGE 5 EAST, W. M. CITY OF RENTON KING COUNTY STATE OF WASHINGTON NOTES 4'-0"MIN.-SEE CONTRACT PLANS 1. At marked crosswalks, the connection between the curb ramp and the roadway must be LANDING CEMENT CONCRETE contained within the width of the crosswalk markings. CURB RAMP PEDESTRIAN CURB - 2. Where "GRADE BREAK" is called out, the entire length of the grade break between the two PLAN VIEW TYPE COMBINATION WITH BUFFER SEE NOTE 9 DETECTABLE WARNING SURFACE - `• SEE STANDARD PLAN F-45.10 3" R. (TYP) MATCH SIDEWALK IN - 0" MIN.) - ........::::: SEE CONTRACT PLANS DEPRESSED CURB AND 318'(IN) EXPANSION JOINT (TYP) - GUTTER - SEE NOTES 4 8 6 SEE STANDARD PUN F-30.10 C BUFFER STRIP (TYP) - CEMENT CONCRETE CURB /1 SEE CONTRACT PLANS AND G UTTER - SEE NOTES 4 8 6 DEPRESSED CURB AND GUTTER - DETAIL OD SEE NOTES 4 8 6 CURB RADIUS DETAIL adjacent surface planes shall be flush. 3. Do not place Gratings, Junction Boxes, Access Covers, or other appurtenances on any part of the Curb Ramp or Landing, or in the Depressed Curb and Gutter where the landing connects to the roadway. 4. See Contract Plans for the curb design specified. See Standard Plan F-10.12 for Curb, Curb and Gutter, Depressed Curb, Gutter and Pedestrian Curb details. 5. See Standard Plan F-30.10 for Cement Concrete Sidewalk Details. See 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 otherwise shown in the Contract Plans). When applying the 15-foot max. length, the running slope of the curb ramp is allowed to exceed 8.3%. Use a single constant slope from bottom of ramp to top of ramp to match into the sidewalk over a horizontal distance of 15 feet. Do not included the abutting landing in the 15-foot max. measurement. When a ramp is constructed on a radius, the 15-foot max. length is measured on the inside radius along the back of the walkway. S. Curb Ramps and Landings shall receive a broom finish. See Standard 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 Ramp or Landing and there will not be material to retain. LEGEND 4' - 0" MIN. 16 - 0" MAX. DETECTABLE WARNING SURFACE - SEE STANDARD PLAN F-45.10 SLOPE IN EITHER DIRECTION CEMENT CONCRETE SEE CONTRACT PLANS SEE NOTE 7 GRADE BREAK 16 - W MAX. (TYP.) r - W MIN. 15'- 0" MAX. (TYP.) 1.5 OR FLATTER RECOMMENDED FOR * DESIGN/FORMWORK (2% MAX.) PEDESTRIAN CURB - SEE NOTE 9 GRADE SEE NOTE 7 SEE CONTRACT PLANS SEE NOTE 7 .* * OR FLATTER RECOMMENDED FOR 1r a BREAK SLOPE TOP OF GRADE BREAK GRADE BREAK DESIGN/FORMWORK (6.3% MAX.) DESK ** COUNTER 5 ROADWAY �� ... Y •Jr'J� * _ 6 �- ' LAUDING DEPRESSED CURB AND GUTTER - I CURB RAMP SEE STANDARD PLAN F-10.12 CURB RAMP . a LANDING CURB RAMP 1 AND NOTE 6 EXPANSION aT VAS/// l� 318" (IN) JOINT (TYP.) - SEE STANDARD PLAN F-30.10 SECTION O 9 SECTION O CONTRACTION JOINT (TYP.) - SEE STANDARD PLAN F-30.10 (ALONG INSIDE RADIUS AT BACK OF WALKWAY) FOR CURB RAMP LENGTHS GREATER THAN 6' - 0" PROVIDE O� ,F 2666D CONTRACTION JOINT EQUALLY SPACED 4' - 0" MIN. OC. Jp �I STBA \� 1P "CEMENT CONCRETE CURB RAMP TYPE Bf/ONAL Q�G COMBINATION" PAY LIMIT- SEE NOTE 6 CURB RAMP 4' - D' MIN. 3' - 0" MIN. (TYP.) SEE CONTRACT PLANS SEE Leller, Scott PLANS BUFFER TOP OF - Jun 24 2016 7:20 AM STRIP ROADWAY *� COMBINATION CURB RAMP STANDARD PLAN F-40.14-03 CEMENT CONCRETE CURB AND SHEET1 OF 1 SHEET CEMENT CONCRETE PEDESTRIAN CURB ITYPJ - SEE NOTE 9 SECTION B GUTTER - SEE NOTES 4 8 6 APPROVED FOR PUBLICATION c ii"z za (/,a0ra. f- PM ISOMETRIC VIEW TYPE COMBINATION ANN,w..nln.lro]pslm. PAY LIMIT D.P.nm.m.l T..n.P.,mlan T NOTES 4'-0'MIN.- p 4'-0"MIN .- A SEE CONTRACT PLANS SEE CONTRACT PLANS 1. At marked Crosswalks, the Connection between the landing and the 3/8" EXPANSION PEDESTRIAN CURS - 3/8" (IN) EXPANSION roadwaymust be contained within the width of the crosswalk markings. JOINT (TVP.) -SEE SEE NOTE 9 JOINT (TYP.) - SEE PEDESTRIAN CURB - STANDARD PLAN F.3a.10 STANDARD PLAN F-30.10 LANDING SEE NOTE 9 2. Where "GRADE BREAK" is called out, the entire length of the grade LANDING break between the two adjacent surface planes shall be Bush. B SIDEWALK 3. Do not place Gratings, Junction Boxes, Access Covers, or other appurte- / * C nances on any part of the Curb Ramp or Landing, or in the Depressed CURB AND GUTTER *�/ * SIDEWALK Curb and Gutter where the Landing connects to the roadway. I T R. 4. See Contract Plans for the curb design specified. See Standard Plan F-10.12 for Curb, Curb and Gutter, Depressed Curb and Gutter, and CURB AND GUTTER Pedestrian Curb details. CURB RAMP CURB RAMP CURB RAMP DETECTABLE WARNING SURFACE - 5. See Standard Plan F-30.10 for Cement Concrete Sidewalk Details. 4' - 0" MIN. - ` 4' - 0" MIN. - _ _ _ SEE STANDARD PUN F-45.10 See Contract Plans for width and placement Of sidewalk. SEE CONTRACT PLANS DETECTABLE WARNING SURFACE ^ SEE CONTRACT PLANS SEE STANDARD PLAN F-45.10 6. The Bid Item "Cement Concrete Curb Ram T does not include FACE OF CURB FACE OF CURB DEPRESSED CURB AND GUTTER p Type - DEPRESSED CURB AND GUTTER the adjacent Curb, Curb and Gutter, Depressed Curb and Gutter, CROSSWALK CROSSWALK Pedestrian Curb, or Sidewalks. 7. The Curb Ramp length is not required to exceed 15 feet (unless otherwise p shown in the Contract Plans). When applying the 15-foot max. length, LL PLAN VIEW DETECTABLE WARNING SURFACE - PLAN VIEW the running slope of the curb ramp is allowed to exceed 8.3%. Use a single TYPE PARALLEL A SEE STANDARD PLAN FW5.10 TYPE PARALLEL B constant slope from bottom of ramp to top of ramp to match into the sidewalk m over a horizontal distance of 15 feet. Do not include abutting landing(s) in arv. the15-foot max. measurement. When a ramp is constructed on a radius, the SEE CONTRACNTRACT PLANS GRADE BREAK 15-foot max. length is measured on the inside radius along the back of the oO CONTRACTION JOINT (TYP.) - SEE STANDARD PLAN F-30.1 a SLOPE walkway. FOR CURB RAMP LENGTHS GREATER THAN S' - 0"PROVIDE COUNTER TOP OF CONTRACTION JOINT EQUALLY SPACED 4' - 0" MIN. OC. 4r 5� ROADWAY 8. Curb Ramps and Landings shall receive a broom finish. See Standard ,.. Specifications 8-14. w 9. Pedestrian Curb may be omitted if the ground surface at the back of the CEMENT CONCRETE PEDESTRIAN LANDING DEPRESSED CURB AND GUTTER - 6 SEE STANDARD PUN F-10.12 Curb Ramp and/or Landing will be at the same elevation as the Curb CURB -SEE NOTE 9 > AND NOTE 6 Ramp or Landing and there will be no material to retain. SECTION O 4'-TMIN. 15'-0" MAX. (TYP) LEGEND SEE CONTRACT PLANS SEE NOTE 7 SLOPE IN EITHER DIRECTION GRADE BREAK SIDEWALK * 1.5% OR FLATTER RECOMMENDED FOR 15' - 0" MAX. (TYP.) 4' - D' MIN. 15' - 0" MAX. (TYP.) GRADE BREAK DESIGN/FORMWORK (2% MAX.) W SEE NOTE 7 SEE CONTRACT PLANS FORMWORK SEE NOTE 7 �. GRADE BREAK FLATTER RECOMMENDED FOR DESIGORK (8.3% MMAX.) - SEE NOTE 7 GRADE BREAK FORMW SIDEWALK .. _,... :. ,.. 7: 1rr 7k * CURB RAMP 30 (IN) EXPANSION JOINT (TYP) - PEDESTRIANCURB NORTE 9 LANDING 1 SEE STANDARD PLAN F-30.10 SC'OQ WAS- . `a CURB RAMP - FAQ�id CURB RAMP LANDING 5 318" EXPANSION JOINT (TYP) - 1 SECTION SEE STANDARD PLAN F-30.10 SECTION O (ALONG INSIDE RADIUS AT BACK OF WALKWAY) OF, .9 28680 (ALONG INSIDE RADIUS AT BACK OF WALKWAY) "CEMENT CONCRETE CURB RAMP TYPE cP AO1 STIR \� PARALLEL B" PAY LIMIT - SEE NOTE 6 B f7ONAL FAG "CEMENT CONCRETE CURB RAMP TYPE Zeller, Scott PARALLEL A" PAY LIMIT ^ SEE NOTE 6 Tun 24 2016 7:19 n \I PARALLEL CURB RAMP STANDARD PLAN F-40.12-03 SHEET OF 1 SHEET APPROVED FOR PUBLICATION k1,Denmr. lea �. fiw tun 2920162:2]PM ISOMETRIC VIEW ISOMETRIC VIEW Aft w..nt�sr.n sm. o.P.nm.n ei rr.n.Pe.mri.n TYPE PARALLEL A PAY LIMIT TYPE PARALLEL B PAY LIMIT T 1If - 0" MAX I END OR CORNER POST 1 V - Cr MAX. END OR CORNER POST I I I TENSION VWRE PULL POST I I U ON WIRE7STRETCHER BAR (TYP.) FABRIC SAND (TYP.) CONCRETE POST BASE (TYP.) 1OW - 0" MAR. TENSION WIRE try - Cr MAX. ITYP.) i B J LINE POST - SPACED ! BRACE TENSION TWISTED SELVAGE ! .� O 19 (FT) MAX. ! POST WIRE (TYP.) TIE VWRE WARE (TYP.) t7 b i m a (TYP) FABRIC BAND (TYP.) LL tt )1P KNUCKLED SELVAGE(TYPJ TYPE 3 600' -0' MAX. TENSION WIRE 1p - D. MAJ(. (TYP.) i B LINE POST -SPACED BRACE KNUCKLED i TENSION WIRE ® to (FT) MAX POST SELVAGE (TYP. TIE WIRE t pI TENSION WIRE (TYP.) b 1i = L) TIE WIRE (TYP.) FABRIC BAND (rvP) 1t NC KNUCKLED SELVAGE '! ) TYPE 4 POST AND RAIL SPECIFICATIONS 311T 1 yg, PIPE TOLL FORMED POST N_ C 7 NOM. SIZE (SCH. 40) SECTION WEIGHT I.D. (Ib/A) _ FENCE LINE FABRIC LOOP - 2 SIDES Y Z END, CORNER OR PULL POST 2 tr2" DtAM. O 5.10 LINE OR BRACE POST 2" DIAM. O 1.85 N� C 2 / w FABRIC BAND WITH J CARRIAGE BOLT AND NUT 0 O U O TIE WARE - SPACED 14 (IN) MAX (TYP.) TENSION WIRE HOG RING - SPACED 24" (IN) MAX. 2 REVISED PER CITY COMMENT 1 ASBUILT NO. REVISION END OR CORNER POST DETAIL OA BRACE POST DETAIL O BRACE BAND WITH TWO-WAY BRACE BAND WITH CARRIAGE BOLT AND NUT CARRIAGE BOLTS AND NUTS TENSION WARE - STRETCHER BAR TENSION VARIES TENSION WIRE __ ` TURNBUCKLE BRACE BAND WITH V I CARRIAGE BOLT AND NUT FABRIC BAND WITH CARRIAGE BOLT AND NUT (TYP.) NOTES PULL POST - SPACED HOG RINGS (TYP.) - 1. All Concrete post bases Shall be 10" (In) 1ODO' (FT) MAX. SPACED Q 24" (IN) MAX. minimum diameter. -^�9 1 TENSION BRACE POST 2 Along the top and bottom, using Hog Rings, fasten the Chain Link Fence Fabric to the Tension Wire within the limits of the first full fabric weave. 3. Details are illustrative and shall not limit hardware design or post selection TENSION WIRE of any particular fence type. 4. Fencing shall be used for security and boundary delineation only. STRETCHER BAR (TYP.) TIE WARES (TYP.) - ....... SPACED Q U" (IN) MAX. CHAIN LINK 1!;' FENCE FABRIC POS TENSION (� W� T CONCRETE PFABRIC BAND WITH OST BASE (TYP.) CARRIAGE BOLT AND _ NUT - SPACED 15" (IN) MAX. PULL POST - SPACED HOG RINGS (TYP.) - )Q 500' (FT) MAX. SPACED C 24" (IN) MAX. 1 / TENSION WARE BRACE POST STRETCHER ABRIC METHOD OF FASTENING STRETCHER BAR TO POST TENSION WIRE TIE WIRES (TYP.) - STRIET ER SPACED 2 14" (IN) MAX. BAR (TYPJ %JV//,t<!///!v CHAIN LINK r. �10 �Q OQ WASyZ ^ y41 9� FENCE FABRIC i4• L - C ABGISTS 10 AL 7 Barry. Ed Jul 14 2015 11:14 AM CHAIN LINK FENCE TYPES 3 AND 4 STANDARD PLAN L-20.10-03 SHEET 1 OF 2 SHEETS APPROVED FOR PUBLICATION ( arMntcr. JDIT Jul 14 2015 11:24 AM STATE DUE.GIxEER _ 7_ Waahin0lon Store D.pvitm.nl o(TroMPOMONon TURNBUCKLE O 0 IaJ STRETCHER BAR (TYP.) PULL POST (AT END OR CORNER) DETAIL O TWO-WAY BRACE BAND WITH CARRIAGE BOLTS AND NUTS TURNBUCKLE TENSION WIRES TENSION WIRES FABRIC BAND WITH CARRIAGE BOLT AND NUT (TYP.) SURVEYED: BCE DESIGNED: BJT BK 1/20/1 BJT DRARAG BK 1 1/2/18 BJT CHECKED: RAG BY DATE APPR APPROVED: BJT PULL POST (WITHIN RUN) DETAIL O SCALE: STRETCHER BAR (TYP) ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY TENSION WIRE V D1 WASy/ 10 0.e6' 'FBDI STET`%o fs1ONAL SSG arty, Ed Jul 14201511:14 AM U1f1a, CHAIN LINK FENCE TYPES 3 AND 4 STANDARD PLAN L-20.10-03 SHEET 2 OF 2 SHELTS APPROVED FOR PUBUCAT10N C rwmer. Jeff Jul 14 2015 1 L25 AM - arATE DESIGN ENGI148:n TrWo.hlnkPcn SMN D.Ponm.nr of TrenWorlaKen VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DAT U M /1-Ex)SnNG ASF'HP PAVEMENT SAWCUT (SEE NOTE 2) 6R7ER3AL 5T[ T IINIh1Uk 7" HMA (or ACP Class B) (SEE NOTE 1). OVER 6" CRUSHED ROCK RESOENT1AL STREET MINIMLm 4" HMA (or ACP CIOSS B) (SEE NOTE 1), OVER 5" CRUSHED ROCK CI TY OF RENTON Plonning/Building/Public Works Dept. 7 f5' ✓UIM ....... �..�� NOTE& 1. MUST MATCH EXISTING THkCKNESS 1F GREATER. 2. SAWCUT SHALL BE POSITIONED 1' - 0" BEYOND EDGE OF DAMAGED PAVEMENT. 3. THE INTENT OF THIS DESIGN is TO DESCRIBE PAVEMENT PLACEMENT AT THE GUTTER FACE. SEE STANDARD PLAN FOR CEMENT CONCRETE CURBS. STD. PLAN - 103 PUBLIC WORKS CURB AND GLITTER PFRO : D. DEPARTMENT REPLACEMENT DETAIL J.AT= TAL W� A, c z Z 41423el s/DNA L� 0�� 11-/z0/201- 2 c, U Z 5; Z O N UJ Q (/') J J a < LLJ X Z Z LLJ N < LLJ J Z Q I� O N N N 00 U L Z 00 N Cfl I-- 00 > Fr z Z CN Q I I LLJ LLJ LLJ LL7 Liz Z_ 0 Z ~ N .-..-. Ln N Ln Z - LLJ } W N 00 Z LLJ N N J CITY OF RENTON W DEPARTMENT OF PUBLIC WORKS Q Z = LIJ C? LO APPROVED BY DATE APPROVED BY DATE �R V� A`' O APPROVED BY DATE b►� N5J 0 CD r APPROVED BY DATE O z ROAD AND DRAINAGE NOTES AND DETAILS DATE 1 E1 /20/2018 m ASBUILT - ALLURA AT TIFFANY PARK O FIELDBOOK MAINVUE WA, LLC PAGE: DRAWING N0: 1110112TH AVE NE, SUITE 202 Ui BELLEVUE, WA 98004 U oi SHEET 46 OF Aw T - 3 9 2 3 0 9 IR