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Home My WebLink AboutR-416620col AS -BUILT ROAD AND DRAINAGE NOTES AND DETAILS � OF N N Ln N - N E \ 0 tT a I D7 N c a) N c C N i O O O N liQ.l � Z Lq Q) 11: i. 11 o ELLIOTT FARMS � A PORTION OF SECTION 22, TOWNSHIP 23 N., RANGE 05 E., W.M. Ld CITY OF RENTON, KING COUNTY, WASHINGTON I� NOTES 4'-0"MIN. - A 4'-0"MIN. - A SEE CONTRACT PLANS 3/8" (IN) EXPANSION SEE CONTRACT PLANS 1. At marked crosswalks, the connection between the landing and the 3/8" EXPANSION PEDESTRIAN CURB - JOINT (TYP.) - SEE PEDESTRIAN CURB - roadway must be contained within the Width of the crosswalk markings. JOINT (TYP.) - SEE SEE NOTE 9 STANDARD PLAN F-30.10 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 flush. B SIDEWALK 3. Do not place Gratings, Junction Boxes, Access Covers, or other appurte- * * * I C nances on any part of the Curb Ramp or Landing, or in the Depressed CURB AND GUTTER r/ SIDEWALK Curb and Gutter where the Landing connects to the roadway. R. 4. See Contract Plans for the curb design specified. See Standard Plan r 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' - T MIN. - 4' - 0" MIN. - SEE STANDARD PLAN F-45.10 See Contract Plans for width and placement of sidewalk. SEE CONTRACT PLANS DETECTABLE WARNING SURFACE - SEE STANDARD PLAN F-45.10 SEE CONTRACT PLANS FACE OF CURB � FACE OF CURB � DEPRESSED CURB AND GUTTER 6. The Bid Item "Cement Concrete Curb Ramp Type _" does not include DEPRESSED CURB AND GUTTER the adjacent Curb, Curb and Gutter, Depressed Curb and Gutter, w CROSSWALK CROSSWALK Pedestrian Curb, or Sidewalks. 7. The Curb Ramp length is not required to exceed 15 feet (unless otherwise �^ V) z shown in the Contract Plans). When applying the 15-foot max. length, w PLAN VIEW DETECTABLE WARNING SURFACE - PLAN VIEW the running slope of the curb ramp is allowed to exceed 8.3%. Use a single L TYPE PARALLEL A SEE STANDARD PLAN F-45.10 TYPE PARALLEL B constant slope from bottom of ramp to top of ramp to match into the sidewalk m 4'-a' MIN. over a horizontal distance of 15 feet. Do not include abutting landing(s) in SEE CONTRACT PLANS GRADE BREAK the15-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 0 10 CONTRACTION JOINT (TYP.) - SEE STANDARD PLAN F-30.1 walkway. FOR CURB RAMP LENGTHS GREATER THAN 8'- 0"PROVIDE v a COUNTER SLOPE TOP OF CONTRACTION JOINT EQUALLY SPACED 4'- 0" MIN. OC. * 55 ROADWAY 8. Curb Ramps and Landings shall receive a broom finish. See Standard Specifications 8-14. I- w 9. Pedestrian Curb may be omitted if the ground surface at the back of the CEMENT CONCRETE PEDESTRIAN LANDING DEPRESSED CURB AND GUTTER - Fee-¢ SEE STANDARD PLAN 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. O SECTION O 4-0' MIN. 15' - 0" MAX. (TYP.) LEGEND I SEE CONTRACT PLANS SEE NOTE 7 SLOPE IN EITHER DIRECTION J 15' - 0" MAX. (TYP.) 4'-W MIN. 15' - 0" MAX. (TYP.) GRADE BREAK SIDEWALK * 1.5% OR FLATTER RECOMMENDED FOR W SEE NOTE 7 SEE CONTRACT PLANS SEE NOTE 7 GRADE BREAK DESIGN/FORMVVORK (2%MAX.) GRADE BREAK 7.5% OR FLATTER RECOMMENDED FOR DESIGN/ SIDEWALK GRADE BREAK FORMWORK (8.3% MAX.) - SEE NOTE 7 *�� * i� IAN CURB - CURB RAMP - a - .' PEDESTRSEE NOTE 7�_ LANDING 1 SEE STANDARD PLAN EXPANSION JOINT -30.10 F) - t�COo wAsZEll v CURB RAMP . LANDING CURB RAMP 318" EXPANSION JOINT (TYP.) - 1 SECTION O _ SEE STANDARD PLAN F-M.10 SECTION O (ALONG INSIDE RADIUS AT BACK OF WALKWAY) -16OALt 9A0128680 S TERF� ♦�� (ALONG INSIDE RADIUS AT BACK OF WALKWAY) "CEMENT CONCRETE CURB RAMP TYPE PARALLEL B" PAY LIMIT - SEE NOTE 6 ssIONAL ECG "CEMENT CONCRETE CURB RAMP TYPE PARALLEL A" PAY LIMIT - SEE NOTE 6 Zeller, Scott Jun 24 2016 7:19 AM PARALLEL CURB RAMP STANDARD PLAN F-40.12-03 SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION �-_L-y CarpenterJeff Jun2920i6227PM NOTES MATCH SIDEWALK . BUFFER 1. This plan is to be used where pedestrian crossing in one direction is not WIDTH - NO" MIN. STRIP permitted. MATCH SIDEWALK SEE CONTRACT PLANS 2. At marked crosswalks, the connection between the Landing and the PEDESTRIAN CURB - WIDTH - 4' 0" MIN. - - g SEE CONTRACT PLANS SEE NOTE 10 CURB RAMP roadway must be contained within the width of the crosswalk markings. 3/8" (IN) EXPANSION PEDESTRIAN CURB - 3. Where "GRADE BREAK" is called out, the entire length of the grade break JOINT -SEE STANDARD-) TANDAR SEE NOTE 10 MATCH SIDEWALK WIDTH - 4' 0" MIN. between the two adjacent surface planes shall be flush. PLAN FDARD SEE CONTRACT PLANS LANDING 4. Do not place Gratings, Junction Boxes, Access Covers, or other appurten- LANDING SIDEWALK - 3/8" (IN) EXPANSION JOINT -SEE * � PEDESTRIAN CURB - anCeS On any part Of the Curb Ramp Or Landing Or In the Depressed 5' - 0" MIN. „ SEE NOTE 6 STANDARD PLAN F-30.10 � SEE NOTE 10 3" R. Curb and Gutter where the Landing connects to the roadway. 5. See Contract Plans for the curb design specified. See Standard Plan 5'-D"MIN. 9 p F-10.12 for Curb, Curb and Gutter, Depressed Curb, Gutter and ¢ ¢ - 3" R. I Pedestrian r II . � � * I � �Curb details. o I o 5' - 0" MIN. �� 3" R. CO 6. 1JI Plan .1 for Cement Concrete Sidewalk Details. I See Standard a 30 O o Ce e t Co c ete S de a eta s See SIDEWALK - v r Contract Plans for width and placement of sidewalk. SEE NOTE 6 ,,, 7. The Bid Item "Cement Concrete Curb Ramp Type _" does not include the BUFFER STRIP - SEE - DETECTABLE WARNING SURFACE BUFFER J DETECTABLE WARNING SURFACE CONTRACT PLANS C SEE STANDARD PLAN F-45.10 STRIP C SEE STANDARD PLAN F-45.10 adjacent Curb, Curb and Gutter, Depressed Curb and Gutter, Pedestrian Curb, or Sidewalks. CURB AND GUTTER - CURB AND GUTTER - 8. The Curb Ram length is not required to exceed 15 feet unless shown SEE NOTE 5 SEE NOTE 5 p 9 PEDESTRIAN CROSSING PEDESTRIAN CROSSING SEE in the Contract Plans). When applying the 15-foot max. length CLOSURE SIGN CURB RAMP CLOSURE SIGN FACE OF CURB RAMP (measured from back of sidewalk) the running slope of the curb ramp is FACE OF CURB allowed to exceed 8.3%. Use a single constant slope from bottom of CURB ramp to top of ramp to match into the sidewalk over a horizontal w PLAN VIEW PLAN VIEW distance of 15 feet. TYPE SINGLE DIRECTION A TYPE SINGLE DIRECTION B 9. Curb Ramps and Landings shall receive a broom finish. See Standard X Specifications 8-14. L Y10. Pedestrian Curb may be omitted if the ground surface at the back of the m DETECTABLE WARNING SURFACE - Curb Ramp and/or Landing will be at the same elevation as the Curb 3 15' - 0" MAX SEE STANDARD PLAN F-45.10 15' - 0" MAX (TYP.) 15' - 0" MAX (TYP.) Ramp or Landing and there will not be material to retain. (TYP.) GRADE BREAK SEE NOTE 8 SEE NOTE 8 SEE NOTE 8 GRADE BREAK GRADE GRADE BREAK LEGEND GRADE BREAK GRADE BREAK COUNTER SLOPE BREAK 5.0% MAX. SIDEWALK - SIDEWALK - SLOPE IN EITHER DIRECTION SIDEWALK - SEE NOTE 6 SEE NOTE 6 1.5 OR FLATTER RECOMMENDED FOR SEE NOTE 6 * * TOP OF * * * * * * DESIGN/FORMWORK (2% MAX.) -:.. ....... �� * ROADWAY _ _ �� ......:........... ....,.......... I .. I I ....- .. * * 7.5% OR FLATTER RECOMMENDED FOR a DESIGN/FORMWORK (8.3% MAX.) a DEPRESSED CURB AND GUTTER - -v CURB RAMP CURB RAMP SEE NOTE 7 LANDING SEE STANDARD PLAN F-10.12 CURB RAMP LANDING 1 1 S�� of WASy7 l� SECTION O � y�e SECTION A 1O CONTRACTION JOINT (TYP.) - SEE STANDARD PLAN F-30.10 (ALONG INSIDE RADIUS AT BACK OF WALKWAY) _ FOR CURB RAMP LENGTHS GREATER THAN 8'- 0" PROVIDE , CONTRACTION JOINT EQUALLY SPACED 4' - 0" MIN. OC. "CEMENT CONCRETE CURB RAMP "CEMENT CONCRETE CURB RAMP • OAP 9l'62 680 TYPE SINGLE DIRECTION A" PAY LIMIT - TYPE SINGLE DIRECTION B" PAY LIMIT - SEE NOTE 7 SEE NOTE 7 ZONAL $ 1" IN RADIUS DETECTABLE WARNING .- JZeller,un Scott ,W ( ) ••�•• SURFACE -SEE �- CORNER "'• JtJn 2420167:21 AM •••••• •• STANDARD PLAN - .......... c,rs PEDESTRIAN CURB """"" SINGLE DIRECTION DEPRESSED CURB AND CURB RAMP GUTTER - SEE NOTE 5 90°ANGLE STANDARD PLAN F-40.16-03 RADIUS MAY SHEET 1 OF 1 SHEET VARY APPROVED FOR PUBLICATION Jun29 ,J2:29 PM ISOMETRIC VIEW ISOMETRIC VIEW STATE DESIGN ENGINEER TYPE SINGLE DIRECTION A TYPE SINGLE DIRECTION B STATE DESIGN ENGINEER ISOMETRIC VIEW ISOMETRIC VIEW : Washington State Department of Transportation mr Washington State Department of Transportation TYPE PARALLEL A PAY LIMIT TYPE PARALLEL B PAY LIMIT Ti PAY LIMIT DETAIL C PAY LIMIT -" NOTES NOTES /1, 4' - 0" MIN. -SEE A CURB RAMP WIDTH 4'- 0" MIN. LANDING TO MATCH A o CONTRACT PLANS 1. At marked crosswalks, the connection between the curb ramp and the roadway must be CURB RAMP WIDTH - SEE CONTRACT PLANS CURB RAMP WIDTH V - 0" MIN. 1. At marked crosswalks, the connection between the curb ramp and the road - CEMENT CONCRETE contained within the width of the crosswalk markings. LANDING TO MATCH CURB RAMP way must be contained within the width of the crosswalk markings. PEDESTRIAN CURB - LANDING CEMENT CONCRETE g . I LANDING I WIDTH - SEE CONTRACT PLANS Y X SEE NOTE 9 (e \ CURB RAMP PEDESTRIAN CURB - 2. Where "GRADE BREAK" is called cut, the entire length of the grade break between the two I GRADE BREAK I 2. Where "GRADE BREAK" is called out, the entire length of the grade break L Y I SEE NOTE 9 LANDING CURB RAMP L I adjacent surface planes shall be flush. GRADE BREAK between the two adjacent surface planes shall be flush. GRADE BREAK SEE CONTRACT PLANS - CURB RAMP DETECTABLE WARNING SURFACE - CEMENT CONCRETE In 1 SEE STANDARD PLAN F45.10 3. Do not place Gratings, Junction Boxes, Access Covers, or other appurtenances on any part SEE CONTRACT PLANS - 4' - 0" MIN. SIDEWALK - SEE NOTE 5 3. Do not place Gratings, Junction Boxes, Access Covers, or other appurten- z r C of the Curb Ram or Landin or in the De ressed Curb and Gutter where the landin 4' - 0" MIN. I I ances on an 3" R. p g' p g I y part of the Curb Ramp or Landing, or in front of the Curb connects to the roadway. PROVIDE SMOOTH TRANSITION Ramp where It connects t0 the roadway. (TYP)CEMENT CONCRETE TO SIDEWALK WIDTH 2'-0" 1 4. See Contract Plans for the curb design specified. See Standard Plan F-10.12 for Curb, SIDEWALK - SEE NOTE 5 (TYP.) SEE CONTRACT PLANS - MIN SEE CONTRACT 4. See Contract Plans for the curb design specified. See Standard Plan ��I 4' - 0" MIN. PLANS - 4' - 0" MIN. r I MATCH SIDEWALK (a' - o" MIN.) - Curb and Gutter, Depressed Curb, Gutter and Pedestrian Curb details. * * F-10.12 for Curb, Curb and Gutter, Depressed Curb and Gutter, and .......... SEE CONTRACT PLANS 3/8" EXPANSION BUFFER WIDTH - MATCH Pedestrian Curb details. CEMENT CONCRETE I - DEPRESSED CURB AND 5. See Standard Plan F-30.10 for Cement Concrete Sidewalk Details. See Contract Plans FLARE (TYP.) JOINT (TYP.) -SEE , �TO CURB RAMP DEPTH PEDESTRIAN CURB - GUTTER - SEE NOTES 4 & 6 / I k 3/8" (IN) EXPANSION JOINT (TYP.) - for width and placement of sidewalk. I (TYP) 5. See Standard Plan F-30.10 for Cement Concrete Sidewalk Details. See 3/8" EXPANSION I CURB RAMP STANDARD PLAN F-30.10 Contract Plans for width and placement of sidewalk. SEE NOTE 9 - Y / t +a SEE STANDARD PLAN F-30.10 I, I - 6. The Bid Item "Cement Concrete Curb Ramp Type _" does not include the adjacent Curb, JOINT (TYP.) - SEE p CEMENT CONCRETE CURB p STANDARD PLAN F-30.10 GRADE CEMENT CONCRETE BUFFER STRIP (TYP.) - Curb and Gutter, De ressed Curb and Gutter, Pedestrian Curb, Dr Sidewalks. J BREAK TRANSITION TO SIDEWALK BUFFER, IF " 6. The Bid Item "Cement Concrete Curb Ramp Type _" does not include the CURB AND GUTTER - D SEE CONTRACT PLANS AND GUTTER - SEE NOTES 4 & 6 GRADE BREAK PRESENT, OR TO BACK OF CURB (TYP.) - "' adjacent Curb, Curb and Gutter, Depressed Curb and Gutter, Pedestrian SEE NOTES 4 & 6 7. The Curb Ram length is not required to exceed 15 feet unless otherwise shown in the SEE CONTRACT PLANS ,,, �' Curb, or Sidewalks. p 9 q ( �• EiEii�isiiiiiii DETECTABLE WARNING SURFACE - Contract Plans). When applying the 15-foot max. length, the running slope of the curb ..... • I'•I( * �' CROS WALK DEPRESSED CURB AND GUTTER - DETAIL D ram is allowed to exceed 8.3%. Use a single constant sloe from bottom of ram to to 7. The Curb Ramp length is not required to exceed 15 feet (unless shown SEE STANDARD PLAN F45.10 O p g p p p CURB, OR CURB CEMENT CONCRETE ......... ..... .. ........ ........ SEE NOTES 4 & 6 of ram to match into the sidewalk over a horizontal distance of 15 feet. Do not included CURB, OR CURB otherwise in the Contract Plans). When applying the 15-foot max. length, p AND GUTTER - PEDESTRIAN CURB -' o CURB RADIUS DETAIL the abuttinglanding In the 15-foot max. measurement. When a ram is constructed on a SEE NOTE 4 AND GUTTER - the running slope of the Curb Ramp is allowed to exceed 8.3/0. Use a 9 p DETECTABLE WARNING SURFACE - SEE NOTE 4 I SEE NOTE 4 single constant sloe from bottom of ram to t0 of ram to match into radius, the 15-foot max. length is measured on the inside radius along the back of the I SEE STANDARD PLAN F-45.10 B I DETECTABLE WARNING SURFACE - the landingover a horizontal distance of 15 feet Do not include the PLAN VIEW Walkway. FACE OF CURB FACE OF CURB SEE STANDARD PLAN F45.10 abutting landing in the 15-foot max. measurement. TYPE COMBINATION 8. Curb Ramps and Landings shall receive a broom finish. See Standard Specifications 8-14. MEASURED PARALLEL CURB AND GUTTER 8. Curb Ramps and Landings 1�1DEPRESSED CURB AND GUTTER - DEPRESSED s shall receive a broom finish. See Standard � � TO CURB TYP. SEE NOTE 4 WITH BUFFER 9. Pedestrian Curb may be omitted if the ground surface at the back of the Curb Ramp and/or (TYP.) CROSSWALK CROSSWALK Specifications 8-14. Landing will be at the same elevation as the Curb Ramp or Landing and there will not be 9. Pedestrian Curb may be omitted if the ground surface at the back of the material to retain. w Curb Ramp and/or Landing will be at the same elevation as the Curb 0 LEGEND Q CONTRACTION JOINT (TYP.) - SEE STANDARD PLAN F-30.10 Ramp or Landing and there will not be material to retain. DETECTABLE WARNING SURFACE - z FOR CURB RAMP LENGTHS GREATER THAN 8'- 0" PROVIDE N- 0" MIN. 15'- 0" MAX. SEE STANDARD PLAN F-45.10 SLOPE IN EITHER DIRECTION w PLAN VIEW CONTRACTION JOINT EQUALLY SPACED 4' - 0" MIN. OC. PLAN VIEW SEE CONTRACT PLANS SEE NOTE 7 1.5 OR FLATTER RECOMMENDED FOR L TYPE PERPENDICULAR A TYPE PERPENDICULAR B CEMENT CONCRETE GRADE BREAK 15' - 0" MAX. (TYP.) 4' - 0" MIN. 15' - 0" MAX. (TYP.) * DESIGN/FORMWORK (2% MAX.) Do DETECTABLE WARNING SURFACE - (SHOWN WITH BUFFER) LEGEND PEDESTRIAN CURB - SEE NOTE 7 SEE CONTRACT PLANS SEE NOTE 7 z SEE NOTE 9 GRADE BREAK * * 7.5% OR FLATTER RECOMMENDED FOR 3 SEE STANDARD PLAN F-45.10 SLOPE IN EITHER COUNTER SLOPE TOP OF GRADE BREAK GRADE BREAK DESIGN/FORMWORK (8.3% MAX.) qa GRADE BREAK 1 5% OR FLATTER RECOMMENDED FOR ems, 5.0 % MAX. ROADWAY fir* a * * r- 4' - 0" MIN. -{� 15' - 0" MAX. (TYP-) l * DESIGN/FORMWORK (2% MAX.) �- f _ ,r } SEE CONTRACT PLANS SEE NOTE 7 COIINTFR SLOPE - 3/8" (IN) EXPANSION JOINT (TYP.) - ' ^ SEE STANDARD PLAN F-30.10 • ��4OF WyT1L^j �.� LANDING CURB RAMP p SECTION AO 5 -4y 1 DEPRESSED CURB AND GUTTER - SECTION SECTION O _ SEE STANDARD PLAN F-10.12 ` OA 1O CONTRACTION JOINT (TYP.) - SEE STANDARD PLAN F-30.10 (ALONG INSIDE RADIUS AT BACK OF WALKWAY) FOR CURB RAMP LENGTHS GREATER THAN 8'- 0" PROVIDE O ,y 28e80 O <vCEMENT CONCRETE CURB RAMP "TYPE CEMENT CONTRACTION JOINT EQUALLY SPACED 4'- 0" MIN. OC. '0 E'CJ STgR� �� CEMENT CONCRETE PERPENDICULAR 'A' PAY LIMITS SEE NOTE 6 PERPENDICULAR BC PAY LIMITS SE NOTE 6 "CEMENT CONCRETE CURB RAMP TYPE srjONAL SEE NOTE PEDESTRIAN CURB - COMBINATION" PAY LIMIT - SEE NOTE 6 CURB RAMP 4'- 0" MIN. T - 0" MIN. (TYP.) DETECTABLE WARNING SURFACE - _ Scott SEE CONTRACT PLANS SEE CONTRACT Zeiler, SEE STANDARD PLAN F-45.10 PLANS BUFFER TOP OF Jun 24 2016 7:20 AM STRIP ROADWAY COMBINATION CURB RAMP _ TYP. DEPRESSED CURB AND GUTTER - - STANDARD PLAN F-40.14-03 SEE NOTE 4 CEMENT CONCRETE CURB AND 1 OF 1 SHEET CEMENT CONCRETE PEDESTRIAN O GUTTER - SEE NOTES 4 & 6 CEMENT CONCRETE CURB CURB (TYP.) - SEE NOTE 9 SECTION B APPROVED FOR PUBLICATION AND GUTTER - SEE NOTE 4 nn'' ce, _,Jeff ISOMETRIC VIEW e4oeMft• N`,, Jun2920162:28FM TYPE COMBINATION STATE DESIGN ENGINEER ISOMETRIC VIEW ISOMETRIC VIEW PAY LIMIT Washington Stare DepartmentofTmnsportation CURB RADIUS DETAIL O TYPE PERPENDICULAR A PAY LIMIT TYPE PERPENDICULAR B PAY LIMIT it:1'f1A',D7_1I11,71 HORIZONTAL DATUM: VERTICAL DATUM: HORIZONTAL DATUM IS NAD 1983(91) PER CITY OF VERTICAL DATUM FOR THIS SITE RENTON. CITY OF RENTON CONTROL POINT NO. 1857 IS NAVD 1988 PER CITY OF WAS HELD FOR POSITION AND A LINE BETWEEN CITY RENTON. CITY OF RENTON OF RENTON CONTROL POINT NO. 1640 AND CONTROL POINT NO. 2192 WAS CONTROL POINT NO. 1860 WAS HELD FOR ROTATION, HELD FOR ELEVATION, BEING BEING S86'32'23"E. 98.199 FEET(NAVD88). 1 1 RECORD DRAWINGS AS -BUILT 2 1 AS -BUILT PUNCHLIST COMMENTS DATED JUNE 1, 2022 1\►6 REVISION MTS 4/15/221 BJT suwEYED: MTS 6 21 22 BJT DESIGNED: MTS DRAWN: KLB CHECKED: MTS BY DATE APPR APPROVED: BJT OF WASy7NCoy�,?' �O y 28e8o O �o A� �01STS�� % �yIt's IONAL �C2-f/L Di o 2 signed 2 R. Scott Zeller t PERPENDICULAR CURB ERPENDICULA CURB RAMP STANDARD PLAN F-40.15-04 SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION Date: 2020.09.25 14:44:37-07'00' _ STATE DESIGN ENGINEER Washington State Department of Transportotion SCALE: VERTICAL. N/A HORIZONTAL. NAD 1983/1991 CITY OF RENTON ONE INCH DATU M IFAT FULL S NOT ONE 1NCEH Planning/Building/Public Works Dept. SCALE ACCORDINGLY 0 N U VJ N Z p O I..L L Q T o a O J U LU 0. Z O I- U V J Z p O o all", �3. TALK �F AA q / Cn Z 423 sS�oNA L 06/21 /22 0 v .Cww YI L 7 Z pf �O Z C LU C � N M r 00 M Ta[ NQ N l0 VI L0 LeeC O LO 4-7 f V N /c�v W U r a) Y �,t W R-416620 0) IN COMPLIANCE WITH CITY OF RENTON STANDARDS w N 0 LB Z L W �0 Ow DATE: J U AS -BUILT ROAD AND DRAINAGE NOTES AND DETAILS 6/2 i /22 W pp T R I P O I N T E MELDBOOK: (425) 455-2900 PMI DRAWING N0: 15900 SE EASTGATE WAY. SUITE 300 BELLEVUE, WA 98008 1 SHEET: 20 OF: wC