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Home My WebLink AboutR-421221I- lrr UJ n O lrr n Z V a 45 O U (n Q Ln N O N / CD 0 CD �g CEMENT CONCRETE CURB & GUTTER (SEE NOTE 3) DEPRESSED SIDEWACONCRELK (SEES DETAIILER L !THIS SHEET)I w . w TYPE C26 V ISOMETRIC VIEW {COMMERCIAL, WITH BUFFER) FACE OF CURB SEE �C SEE DEPRESSED CURB DIETAIL CONTRACTIONJOINT S1rZ' ON THIS SHEET WHEN A DRIVEWAY WIDTH EXCEEDS 15 FEET, CONSTRUCT A STD PLAN t92 FULL DEPTH EXPANSION JOINT WITH 318" JOINT FILLER 5 ire r 1 z^ R: TOP OF ALONG THE DRIVEWAY LANE LINES (SEE STD. PLAN 102). I ROADWAY CONSTRUCT EXPANSION JOINTS PARALLEL WITH THE EN CENTERLINE AS REQUIRED AT 15' MAXIMUM SPACING WHEN •a DRIVEWAY WIDTHS EXCEED 30'. a . • . .A 2, SEE STD. PLAN 102 FOR SIDEWALK DETAILS. 4 - 3. CURB AND GUTTER SHOWN, OTHER CURB DESIGNS MAY BE SPECIFIED. SEE STD. PLAN 101 FOR CURB DETAILS. 4_ STREET STANDARDS = RENTON MUNICIPAL CODE (RMC) NOTE DRNEwAY LON4 Ir-doINAL EXPANSION TITLE IV DEVELOPMENT REGULATIONS JOINTS SHALL BE FULL DEPTH CHAPTER 6 STREET AND UTILffY STANDARDS DEPRESSED MONOLTfHIC CURB & GLITTER DETAIL SECTION 4-6-060 STREET STANDARDS DRIVEWAY STANDARDS = RENTON MUNICIPAL CODE (RMC) TITLE IV DEVELOPMENT REGULATIONS CHAPTER 4 CITY-WIDE PROPERTY DEVELOPMENT STANDARDS SECTION 4-0-080 PARKING. LOADING AND DRIVEWAY REGULATIONS FACE OF ADJACENT CURB RP 5. 5. THE ENGINEER WILL DESIGN ALL DRIVEWAYS TO INCLUDE ELEVATIONS AT ALL POINTS MARKED WITH SYMBOL "X". ALL ELEVATIONS ARE AT THE BACK OF CURS TOP ON UPHILL SIDE. T 1 R. UTTER SURFACE p 8. FIXED OBJECTS INCLUDING STREET TREES AND STREET o, ° LIGHT POLES SHOULD NOT BE LOCATED CLOSER THAN 10 1" R FEET FROM THE DRIVEWAY EDGE- 5 -` 7, 7, FOR DRIVEWAY WIDTHS SEE DRIVEWAY STANDARDS (SEE NOTE 10). THE EXPANSION JOINTS (SEE STO. PLAN 102) SHALL BE SPACED AS SHOWN IN THE CORRESPONDING DEPRESS ED CURB DETAIL ISOMETRIC VIEW. AT RESIDENTIAL OR COMMERCIAL DRIVEWAYS, AND ALLEYS 8, SLOPES SHALL COMPLY WITH THE REVISED DRAFT Driveway Example: TYPE C18 GUIDELINES FOR ACCESSIBLE PUBLIC RIGHTS -OF -WAY JULY } + 26.2011 R--Re9ldential, C=Commerclal Jj Number OF Lanes, 9_ CURB RETURNS FOR ANY TYPE C-MAX DRIVEWAY MAY BE (MAX=4 Lane Commercial) APPROVED ON A CASE -BY -CASE BASIS. B-Bufter (Planting Strip), Blank -No Buffer CEMENT CONCRETE DRIVEWAY _ STD- PLAN - 104.2 PUBLIC WORKS ENTRANCES - NOTES AND DETAILS APPROVED: DEPARTMENT DATE BUD ITEM rINCLUGE3 SIDEWALK (SFE NOrE 3j (SEE NOTE a) 10 LOF PAVED DRIVEWAYFRFJJUIRED Ill 318- EXPAP810M JOINT (TYR) (SEE ST➢ PLAN 102j rr CEMENI C0CF CONCRETE jl SIDEWALK L win A RUCTION JOINT SFz NOTE 1 RAMP WITH 12H:W CEMENT CONCRETE CURB. 3 r1LOPE r1YP.} AT�AG.LI M (SEE NOTE 3) M' CONTRACTION JOIWr lrYP,) {SEE STD. PLAN t02) PLAN VIEW SiOrWALK SHALL REMAIN ATACONSMTENT SLOIf WIT! ADJACENT SIMWAUK, PROVIDED THAT TI W MAX GR0s3 VARIES PEON THE DRIVEWAY APPROAd71 IS NOT EXCEEDED (SEE NOTE 1G) OTHIJIWIBE, ELOPE SHALL 9E 5.3% MAY SEEN-lE: e!-PI v d-CRVSHEG SUFACEiNGTOPCDIJR$E F'MIN CTYP,j C"`Mr CONDI3ETE 1GSTC1 COMPACTED T09514 MpGIFIEG PROCTOR JDNLESEL REOUtREMEN r a"MIN SNJ^ EJ�ANSION JOINT {i17.1 WAJYED BY F3.GINEER)TYPIGALLPJDETt (SEE STP, PLC 10z} RLL pRPrEWAY ENTRADM DEPRESSED CURRZ GLJJTER- (see Nate a) \\\\ll SECTION 0 1 rz• R (rrn sroty+Rus mvTli l U% DIFFERENCE IN 31-tlPE MAX. DRIVEWAY Wr VE SLOPE SLOPE SHOWN ExAGOERATM 1.s?a alyNx .. f 4 r DRIVEWAY F rFIH. E'I.tN.:• A DRIVEWAY WI RELATNE 6E ON O NEGATIVE SLOPE ( j SHOWN EXAGGERATEDI CEMENT CONCRETE SIDEWALK * �PUBLIC WORKS * DEPARTMENT CEMENT CONC.RE(E CURB a (341 TER (SEE NOTE 31 TYPE R1 B - ISOMETRIC VIEW (RESIDENTIAL, WITH BUFFER) FOR NOTES STD. PLAN 104.2 CEMENT CONCRETE DRIVEWAY I STD. PLAN - 104.3 ENTRANCE - TYPE R'I6 I AnnnnTTTn. DATE AS-BUILTS ROAD DRAINAGE NOTES AND DETAILS OF BRENNON LANDING (VAUGHN TRUST PROPERTY) A PORTION OF SECTION 05, TOWNSHIP 23 N., RANGE 05 E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON 11JUSED EDGE DETAIL r • ¢ WALK LfVJI 1 tXTENDSIDEWALKTRANSIERSE NY{IN1R JOINTS TO INCLUDE RALLIED EDGE 9R'{JN)PRErltgLl7EDJOFHT Fa-LE3i TYPICALwF�REDIEDJO FI APPLIC1 ROu INC 2_0% 1 Tr2' pIv} K OW) I: PAR CURB OETAILS 1-IINIR ! .. _ �,•. N 1A1k Y ___- SEE s-ro PLAN 101 44 ,E XISTING RaAnwAY JCnUaHED RpC W •,, //j SEE RAII 1'-a" 510EwAL1L DETAIL -TFIS AL UNDbl CRUSTIn RWAOND TOP COARSEEO ICSi AULCUTa", WN. Br LTG SLOPE" EDGEEWAU WITS RAISEt] EDGE (UNLESS REOURF_MMT wIATVED Ve 1A' RN1 R irYP.) ENMNEERi rrpr UNMRJLL CUPA TERA DRTEWTUNDER LlIL �---- 1 FOR CURS DlEtAXIS E STD PLAN lei ~ CURB &GUTTER TO1EerTT!CxNi1 MATGH E07I rd14MAY ForIED ROCK C1 +,V` : 7•1+.?!'%?F}, &15E. NiICHEVER 8 GaEJTER (rW. PR ... ALLCURBar,mER)x1. - t FINLSHEO DRAOE I'(I BF1101M Y R TOPDFCEWcri rE FACE ADJACENT TO CURS MIN z• fr 1, C 1> Imp")R r") �241k 1 cJiti _ FORruMD€TAIS SM VM PLAN tot BRIDGE OR PVr5M AN 41 RAILING Sy� FOR CURB DETAILS BARRIER -SEE SIOEWJI_I[ SEE 9Y0 PLAN 1a1 ADJACENT TO CURB (STEEP FILLSI ORES) C9NrRACT PLANS �---W ALI OR BARAIE R FLUSH I TAM 510MMA ,1 1rY MR VERTICAL WALL- w SEE DrrAll 5W RN) PREMOLDfO - , ■ JOINT RLLBR , ADJACENT TO CURB AND RAILING OR WALL n" P FOR SIDE JOINT FILLER TREATMENT MbAVAPLK DUFFERS!RIP SiDEWALX ADJACENT TO WALL DETAIL SIDEWPII[ [SEE NOTE SD} 5EC rtO.JS 1iw) 7 R 1 FOR CURB DETAILS 1-5% L\N� SFE STU %JW 101 aROOUER FIN W4 - OR MATCH Dairrmo P . If 41"be. Whoam tAMBkp PMMETER fIlOSHED GRADE i' BELOW Top OF CGFII 6uRPAGE FORR P +T LAATIHO-_UBH IF PAVED - - ja7'CRIEWGOHCRETECURB ADJACENT TO BUFFER STRIP I"� (CURB AND OtrTTER&KMM Pr3R CURB DETAILS 1 �, - L1• -� , set STO PLAN 191 f Vr To 1W NOTES 1. Fou: last of the sidewalk srtdlh shall .r be tha rnlnimum pedelrtrlen cGN7TRAGT1l1lt'IOINT • ■ •1�" acceSS151. rouiR :":.. free or YBnk2r .�. `1.'•.�'`..- tli SIDLyYALKOM.Y .!.�_. (:•rQ': and hor(xontal e0slfudipns. Graff ■ ; Access Covers, JU ctpw Boxes. .-. j: FULL-EIEvIH EXPAN"M JOINT IN MOTH a • . •r Came VBults, Pull BDxOs and ether `�;�• %• GIRB AHD SIrEYWILK rat' im HAri L9J.s1 Bppu*lenancee whntn :hR sldewslk - n1ue1 09 Push w1h 8UII8CA, Bnd fIIaIGh C. COdfmwrON•JOINT grade Of the Ridewak.� JOINT AND FINISH DETAIL ■ '�. MnrlolOic Cement Cimcrete Cwr and 10, •' R .■ Sidewalk is ermltted In new For other referenced NOTES see hoc 9■ t:wstruetion. WhenrepdacemiIntwrlrk STD PLAN 104.2. necesgtates a Monabbi, Cunnerrt Canerete Lurh buird per WS00T PREMIlln Standard Plan F-30. 10-03 Payed Surfaces must Comply wlih 16iM RLLER STD PLAN 102.1 a3 applicable E FULL-DEPTH3. Contrite to he 4,000 PSI. EXPANSION JOINT PUBLIC WORKS CEMENT CONCRETE �' PLAN 102 ' I)EPARTMENT SIDEiNALII[ 1 I'ftC; i'I) I011d i 7 �i DATUM FBENCHMARK„ FOUND BRASS DOME IN MONUMENT IN MONUMENT IN CASE MARK I WITH BRASS SAT DISC 116TH ST. HORIZONTAL DATUM: VERTICAL DATUM: CASE WITH IT 0.65' BELOW GRADE OBSERVED (NAD 83/11) 0.6' BELOW GRADE OBSERVED (NAD 83/11) N0. NAD '83/'91 NAVD '88 N: 186463.16, E: 1304865.21 N: 187664.64, E: 1304879.99 NOTES 4'-0"MIN. - A 4'-0"MIN.- /\ SEE CONTRACT PLANS SEE CONTRACT PLANS 1. At marked crosswalks, the Connection between the landing and the 318" EXPANSION PEDESTRIAN CURB - 3/8" (IN) EXPANSION roadwaymust be contained within the width of the crosswalk markings. JOINT (TYP.) - SEE SEE NOTE 9 JOINT (TYP.) - SEE PEDESTRIAN CURB - 9 ' STANDARD PLAN F-M.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- CURB AND GUTTER * : C nances on any part of the Curb Ramp or Landing, or in the Depressed Curb and Gutter where the Landing connects to the roadway. SIDEWALK 4. See Contract Plans for the curb design specified. See Standard Plan 3" R. j"i'•;::....":� F-10.12 for Curb, Curb and Gutter, Depressed Curb and Gutter, and =di':!"::ffih '•J Pedestrian Curb details. •""�'�`' `" CURB AND GUTTER 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 PLAN 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 Ramp Type _" does not include FACE OF CURB FACE OF CURB DEPRESSED CURB AND GUTTER the adjacent Curb, Curb and Gutter, Depressed 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 z 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 F-4510 7 TYPE PARALLEL B constant slo from bottom of ram to to of ram to match into the sidewalk SEE CONTRACT PLANS aQt CONTRACTION JOINT (TYP.) - SEE STANDARD PLAN F-30.1 FOR CURB RAMP LENGTHS GREATER THAN 8'-0"PROVIDE a T CONTRACTION JOINT EQUALLY SPACED 4' - O" MIN. OC. G w CEMENT CONCRETE PEDESTRIAN 1X LANDING CURB - SEE NOTE 9 >11 SECTION O SIDEWALK 15' - 0" MAX, (TYP.) V - U' MIN. 15' - 0" MAX. (TY SEE NOTE 7 SEE CONTRACT PLANS SEE NOTE 7 GRADE BREAK GRADE BREAK Z a CURB RAMP LANDING 3W EXPANSION JOINT (TYP.) - 1 SEE STANDARD PLAN Fa0,10 SECTION OB (ALONG INSIDE RADIUS AT BACK OF WALKWAY) "CEMENT CONCRETE CURB RAMP TYPE PARALLEL A" PAY LIMIT - SEE NOTE 6 7- MATCH SIDEWALK WIDTH - V 0" MIN. - SEE CONTRACT PLANS 318" (IN) EXPANSION JOINT -SEE STANDARD PLAN F•30.10 SIDEWALK - SEE NOTE 6 / BUFFER STRIP - SEE CONTRACT PLANS PEDESTRIAN CROSSING CLOSURE SIGN IfII L Ww 0 0 a w LL 1! SE GRADE BREAK SIDEWALK - SEE NOTE 6 • •CURB RAMP RECORD DRAWINGS AS BUILT RK 5/4/22 BJT SURV M. REVISION PER COMMENTS DATED 6 30 23 RK 7/7/23 BJT D MNM. DRAWN: RK RK CHECKED: BJT REVISION BY DATE APPR APPROVED: BJT CURB RAMP ISOMETRIC VIEW TYPE PARALLEL A PAY LIMIT PEDESTRIAN CURB - SEE NOTE 10 PEDESTRIAN CURB - MATCH SIDEWALK WIDTH - 4' 0" MIN. SEE NOTE 10 SEE CONTRACT PLANS LANDING 318" (IN) EXPANSION JOINT - SEE 5' - 0" MIN, 3., R. STANDARD PLAN F-3D.10 J Z A -- NLo 1 r SIDEWALK - L°3 SEE NOTE 6 DETECTABLE' WARNING SURFACE BUFFER C SEE STANDARD PLAN F-4L10 STRIP CURB AND GUTTER - SEE NOTE 5 PEDESTRIAN CROSSING CURB RAMP CLOSURE SIGN FACE OF cuRa PLAN VIEW TYPE SINGLE DIRECTION A DETECTABLE WARNING SURFACE - - 0" MAX SEE STANDARD PLAN F-45.10 (TYP,) GRADE BREAK NOTE 8 GRADE BREAK Pe P P P over a horizontal distance of 15 feet. Do not include abutting landing(s) in the15-foot max. measurement When a ramp is constructed on a radius. the - GRADE BREAK 15-foot max. length is measured on the inside radius along the back of the SLOPE walkway. COUNTER TOP OF 5_ oar ROADWAY 8. Curb Ramps and Landings shall receive a broom finish. See Standard Specifications 8-14. DEPRESSED CURB AND GUTTER - 9. Pedestrian Curb may be Omitted If the ground surface at the back Of the SEE STANDARD PUN F-10.12 Curb Ramp and/or Landing will be at the same elevation as the Curb AND NOTE 8 Ramp or Landing and there will be no material to retain. 4'-0"MN. 15'-0" MAX. (rYP.) LEGEND SEE CONTRACT PLANS SEE NOTE 7 - � SLOPE IN EITHER DIRECTION GRADE BREAK SIDEWALK * 1.5% OR FLATTER RECOMMENDED FOR GRADE BREAK ,-. DESIGN/FORMWORK (2% MAX.) a 7,5% OR FLATTER RECOMMENDED FOR DESIGN! 4 . I _. FORMWORK (8.3% MAX.) - SEE NOTE 7 CURB RAMP 7 PEDESTR AN CURB - LANDING 1 318" (IN) EXPANSION JOINT (TYP.) - SEE STANDARD PLAN F-30.10 SEE NOTE 9 dye SECTION O ak (ALONG INSIDE RADIUS AT BACK OF WALKWAY) �O q 28680 ' 0 F01 STBRQ' "CEMENT CONCRETE CURB RAMP TYPE �S10NA PARALLEL B" PAY LIMIT - SEE NOTE 6 L Y'' Zeller, Scott 2016 Jun 24 201 fi 7:19 AM ue, PARALLEL CURB RAMP STANDARD PLAN F-40.12-03 SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION C.P-,kR �GL2fr4KICCi, Jun 29 2016 2:27 PM ISOMETRIC VIEW STATE DESIGN ENGINEER Wmhingron Star. D.P n -1 d T.-part-0- TYPE PARALLEL B PAY LIMIT -" - NOTES MATCH SIDEWALK BUFFER 1. This plan is to be used where pedestrian crossing in one direction is not WIDTH - 4' 0" MIN. STRIP permitted. SEE CONTRACT PLANS 2. At marked crosswalks, the Connection between the Landing and the roadway must be contained within the width of the crosswalk markings. CURB RAMP 3, Where "GRADE BREAK" is called out, the entire length of the grade break between the two adjacent surface planes shall be flush. LANDING 4, Do not place Gratings, Junction Boxes, Access Covers, or other appurten- PEDESTRIAN CURB - antes On any part Of the Curb Ramp Or Landing Of In the Depressed SEE NOTE 10 Curb and Gutter where the Landing connects to the roadway. 5'-o MIN. 5, See Contract Plans for the curb design specified, See Standard Plan Y F•10.12 for Curb, Curb and Gutter, Depressed Curb. Gutter and * W R.- I :.'. -3" 6 3 �' Pedestrian Curb details. 6 - 0" MIN. R, o 6. See Standard Plan F-30.10 for Cement Concrete Sidewalk Details. See < Contract Plans for width and placement of sidewalk. 7. The Bid Item "Cement Concrete Curb Ramp Type does not Include the C DETECTABLE WARNING SURFACE _" adjacent Curb, Curb and Gutter, Depressed Curb and Gutter, Pedestrian SEE STANDARD PLAN F-45.10 Curb, or Sidewalks. CURB AND GUTTER - SEE NOTE 5 8, The Curb Ram length is not required to exceed 15 feet unless shown P 9 q ( otherwise in the Contract Plans). When applying the 15-foot max. length PPA' 9 9 FACE OF CURB RAMP (measured from back of sidewalk) the running slope of the curb ramp Is CURB allowed to exceed 8.3%. Use a single constant slope from bottom of PLAN VIEW ramp to top of ramp to match into the sidewalk over a horizontal distance of 15 feet. TYPE SINGLE DIRECTION 6 9. Curb Ramps and Landings shall receive a broom finish. See Standard Specifications 8-14. 10. 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 15'-0" MAX CrYP.) SEE NOTE 8 GRADE 15'-0" MAX (TYP. SEE NOTE 8 Ramp or Landing and there will not be material to retain. GRADE BREAK LEGEND GRADE BREAK BREAK COUNTER SLOPE SIDEWALK - SIDEWALK - - - SLOPE IN EITHER DIRECTION 5.0% MAX. SEE NOTE 6 SEE NOTE 6 TOP OF * * * * 1.5 OR FLATTER RECOMMENDED FOR * - ROADWAY * �� * DESIGN/FORMWORK (2% MAX.) I I I * * 7.5% OR FLATTER RECOMMENDED FOR DESIGNIFORMWORK (8.3% MAX.) a LANDING DEPRESSED CURB AND GUTTER - CUR RAMP LANDING CURB RAMP SEE NOTE 7 1 SEE STANDARD PLAN F•10.12 C1 SCOQ �y �ll� SECTION 8 geA SECTION A O 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. 40 28680 TCF_MENT CONCRETE CURB RAMP "CEMENT CONCRETE CURB RAMP _ OAF 94.01 STB�1�4 \� �Y LIMIT - TYPE SINGLE DIRECTION B" PAY LIMIT - SEE NOTE 7 - SSIONAL e�V 1" (IN RADIUS DETECTABLE WARNING - Zdler, Sco I SURFACE -SEE CORNER STANDARD PLAN F-45.10 - Tun 24 2016 7:21 AM PEDESTRIAN CURB SINGLE DIRECTION DEPRESSED CURB AND CURB RAMP ""• GUTTER - SEE NOTE 5 _. ISOMETRIC VIEW TYPE SINGLE DIRECTION A PAY LIMIT N/A ONE INCH AT FULLSCALE IF NOT ONE INCH SCALE ACCORDINGLY 90° ANGLE RADIUS MA VAR DETAIL O STANDARD PLAN F-40.16-03 SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION r•�a:Rr. kn &-A�C9' "::-1V1n-29PM ISOMETRIC VIEW STATE DESIGN ENGINEER Wmhinglan Swt. Depamnml.r TwmpaAalien TYPE SINGLE DIRECTION B PAY LIMIT Wr CALL BEFORE YOU DIG: 1-800-424-5555 HOR' °W� 1�'�/11991 A&Mr4tIL CITY OF ;:,,, " I RENTON DATU M Planning/Building/Public Works Dept. CONSTRUCTION RECORD DRAWING THIS CONSTRUCTION RECORD DRAWING IS A COPY OF THE APPROVED CONSTRUCTION DRAWINGS PREPARED BY BARGHAUSEN CONSULTING ENGINEERS, INC AND HAS BEEN EDITED TO REFLECT ASBUILT CONDITIONS. THE INFORMATION PROVIDED ON THESE RECORD DRAWINGS IS A COMBINATION OF THE FIELD SURVEYED INFORMATION AND DOCUMENTED FIELD REVISIONS. O N Sf �Q-� D r WAS ti O Ci7 . Z �20100 41� `'_ (I F01 S T NA L ECG 7/7/202-3 C � 0 V ww.. W L -J 7 •� .0 C W C: � N M M LO i LO a-7 N N /M W rO, U r Y R-421221 IN COMPLIANCE WITH CITY OF RENTON STANDARDS AS-BUILTS ROAD DRAINAGE NOTES AND DETAILS VAUGHN PROPERTY MAINVUE WA, LLC 121 3RD AVENUE KIRKLAND, WA 98033 T O O N T UJ 0- 00 OM T � N z%0 DATE: ` 7/7/2023 m RMDBWK: 0 PACE Q DRAWING NO. J Uj SHEET: M OF: w ^ U L' L}V m