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Home My WebLink AboutR-431514LO T- �'yJ � C- 0 r) LW 1 1 nJ n rr O r2 v / O W 2 n � 0 - / FACE OF CURB 6 1!2'-� 5 ii2' 1- 1f2- R. y F y 1- R. 1:24 I I TOP OF Ira 1r2" R- ROADWAY r ry J r �r V, r. CEMENT CONCRETE TRAFFIC CURB AND GUTTER FACE OF ADJACENT CURB -610_ FLUSH WITH GUTTER PAN AT SIDEWALK RAMP ENTRANCE 1:24 TOP OF IY2" R. ROAITWAY t �I DEPRE$SE0 CURB SECTION AT SIDEWALK RAMPS r •%P ,P+ � 4 PREMOL13EC JOINT FILLER E FULL -DEPTH EXPANSION JOINT s" CEMENT CONCRETE 1£1'3i 1-R SIOEWALKRAMP VARIESOR LANDING FROM 1 6"TOO r 3A6" PREMOLDED JOINT FILLER CEMENT CONCRETE PEDESTRIAN CURB AT SIDEWALK RAMPS AND LANDINGS FACE OF ADJACENT CURB SEE DEPRESSED CURB DETAIL THIS SHEET 1.24 TOP OF 112" R- ROADWAY 2' t ` 1 �1 DEPRESSED CURB SECTION AT RESIDENTIAL DRIVEWAYS ONLY. FOR COMMERCIAL DRIVEWAYS SEE STD PLAN 104.2 FACE OF CUR13 FACE OF ADJACENT CURB GUTTER SURFACE 1' R. �51 'I I 6 If2lir A. ' 51rr ," t I TOP OF ROADWAY I � 'v I L a- CEMENT CONCRETE TRAFFIC CURB DEPRESSED CURB DETAIL AT RESIDENTIAL OR COMMERCIAL DRIVEWAYS, ANDALLIEVS GENERAL NOTES; 1- See standard plans 102 and 101.1 For curb expansion and contraction joint SWN. 2. Expansion IoInL shall he lull depth, premalded Joint filler. 3. For Depressed Monolithic Urivoway Curb S Gutter Secimn, see Standard Plan 104.2 • PUBLIC WORKS CEMENT CONCRIETIE CURBS STD. PLAN - 1011T UEPARTMEN7 I x + FRAME AND VANED GRATE z 29- ONE #3 BAR HOOP FOR 6' HEIGHT INCREMENT (SPACED EGUALLY), SEE NOTE 1 RECTANGULAR ADJUSTMENT SECTION 1 #3 BAR EACH CORNER I #3 BAR EACH SIDE _ TOP AND BOTTOM ONE #3 BAR ACROSS BOTTOM PRECAST BASE SECTION #3 BAR EAC+1 CORNER 1B" (MIN. 43 BAR HOOP SEE NOTE 1 ALTERNATIVE PRECAST BASE SECTION Admibk ,1 PUBLIC WORKS DEPARTMENT Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) PIPE ALLOWANCES MAXIMUM PIPE MATERIAL INSIDE DIAMETER REINFORCED OR PLAIN CONCRETE 12- ALL METAL PIPE 15, CPSSP- . 12" STD. SPEC.9-M.20 SOLID WALL PVC, STD. SPEC- 9-05.12(1) is, PROFILE WALL PVC, STD. SPEC 9.05.12(2) IS" 'CORRUGATED POLYETHYLENE STORM SEWER PIPE NOTES: 1. AS ACCEPTABLE ALTER14ATIVES TO THE REBAR SHOWN IN THE PRECAST BASE SECTION. FIBERS (PLACED IN ACGORDANCE WITH STANDARD SPECIFICATION PL. .5OM)). OR WIRE MESH HAVING A MINIMUM AREA OF 0.12 SQUARE INCHES PER FOOT SHALL BE USED WITH TH.E MINIMUM REQUIRED REBAR SHOWN IN THE ALTERNAT WE PRECAST BASE SECTION. WIRE MESH SHALL HOT BE PLACED IN THE KNOCKOUTS. AS AN ACCEPTABLE ALTERNATIVE TO THE REBAR SHOWN IN THE RECTANGULAR ADJUSTMENT SECTION, WIRE MESH HAVING A MINI MUM AREA OF (1.12 SQUARE INCHES PER FOOT MAY BE USED. 2. THE KNOCKOUT DAMETER SHALL NOT BE GREATER THAN 16'. KNOCKOUTS SHALL HAVE A WALL THICKNESS OF 2' MINIMUM TO 2-5' MAXIMUM. PROVIDE A 15'MINIMUM GAP BETWEEN THE KNOCKOUT WALL AND THE OLFTSIDE OF THE PIPE. AFTER THE PIPE IS INSTALLED, FILL THE GAP WITH JOINT MORTAR IN ACCORDANCE WITH STANDARD SPECIFICATION 3- THE MAXIMUM DEPTH FROM THE FINISHED GRADE TO THE LOWEST PIPE INVERT SHALL BE 5'- 4. THE FRAME AND GRATE SHALL BE INSTALLED WITH THE FLANGE DOWN. 5. THE PRECAST BASE SECTION MAY HAVE A ROUNDED FLOOR, AND THE WALLS MAY BE SLOPED AT A RATE OF 111:24V OR STEEPER. 6. THE STRUCTURE OPENING DIMENSIONS SHALL BE MEASURED AT THE TOP OF THE PRECAST BASE SECTION. 7. ALL PICKUP HOLES SHALL BE GROUTED FULL AFTER THE INLET HAS BEEN PLACED USE GROUT TYPE 2 FOR MONSHRINK APPLICATIONS IN ACCORDANCE WITH STANDARD SPECIFICATION 9-21).3(2). 6. ALL GRADE RINGS AND CASTINGS SHALL BE SET 1N MORTAR IN ACCORDANCE WITH STANDARD SPECIFICATION 9-04.3. THEN APPLY MORTAR TO INSIDE AND OUTSIDE OF ALL JOINT$, RINGS, RISERS, AND FRAMES- 9. MORTAR SHALL BE MIXED AND APPLIED PER MANUFACTURER'S DIRECTIONS, 10. FRAME SHALL BE ADJUSTED TO PAVEMENT GRADE BY TAPPING UNTIL FRAME IS FLUSH WITH PAVEMENT AS DETERMINED WITH ASTRAIGHT EDGE OF SUFFICIENT LENGTH. 11. ALL MORTAR.bOINTS SHALL BE TRIMMED FLUSH AND REMAIN VISIBLE UPON COMPLETION. UNLESS QTHERLV15k NOTED, PRAWMG 35 N(jr 1Q SCALE Xr$) STET. PLAN - 200.30 T"Npb: CONCRETE INLET GNZ 9lzalzal$ rude wens wmnx,oic, PATE 13FENC1T62 /e"R X 5/V'D DUMMY 0NT 111EENOM2 2! - G' D' III r I I I 3/Ii' PRF1r1DLCtEf1 JD1HT FILLER (TyP)'-1-// oil � - - 5" 5- PLAN VIEW � (W FRAVERL1r1E0fR14PAWBAG11E 4 s 1 i 1 Frbl}mANDamTF.-Nww-LuDm 1 /2" R. T' H. Y M CURBA" laurTME10 rrm RaNm t9LCE'E • rr J' - MRQA MY k L 4 o- ..•� er- ."' AilJlibZNrEHTBETrF➢r7N-Tf4TIN[1LIT7EQ • ' n ' IN CURB AND 1307M 60TIMM CATCH 9U N - WT> o- . �, IH CSiFIB JIF[D �tATI�I BIDI1fE#) SECTION ID GENERAL NOTES,, 1. The Intent of this design is to Wiftato the fe110Y81 of a ofth basin vAth minimal dlsturilarm •' Of the GJfb. 2. The expanslrm IdntJs at the adjawd fddswalk shall be -adjusted to be In r- Une with there curb expansion ]oiM& ISCI$E4C VIEW CEMENT CONCRETE CURB STD. PLAN - 101.1 PU'SLIC WORKS PRO D: + + DEPARTMENT INSTALLATION AT CATCH BASINS GA cumMCOWCAM ID 4 �• i n' LaINI �... .,.. �EX151ING ASPHP PAVEMENT SAWCUT (SEE NOTE 2) RTERIA 7" HMA (or ACP Class 8) (SEE NOTE 1). OVER 15" CRUSHED ROCK RESIDENTIAL STREET MINIMUM 4" HMA (or ACP Class 8) (SEE NOTE 1), Q► F-R 6" CRUSHED ROCK NOTES: 1. MUST MATCH EXISTING THICKNESS IF GREATER 2. SAWCUT SHALL BE PDS1"NEG V -- 0" BEYOND EDGE OF DAMAGED PAVEMENT. 3. THE INTENT OF THIS DESIGN IS TO DESCRIBE PAVEMENT PLACEMENT AT 'THE GUTTER PACE- 5EE STANDARD PLAN FOR CEMENT CONCRETE CURDS. 4 * PUBLIC WORKS "' DEPARTMENT E RAISED EDGE DETAIL 1 ° fi SIDEWALK LEVEL ,rr EKTFnro SIDEWALK TRANSVERSE 1' • 9- V • fl' 17 iINIR JOINTS TO INCLUDE RAISED EDGE ROUI DING z°% T 12• tIN] R LTT'P. • tr SE€ RAISCA EDGE - --� 1'•a' SIDEWALK DETAIL-T1SIDI i5SHE �CAL UND K ALL GLR MIN. 1p EwAEI( sLarEs WITH RAISED EDGE 2A95 FOR CURB 0ETAJL5 SEE STD PLAN 10, 7-P 61DEWALx ADJACENT TO CURB 1 b 1, it 1AIN PING u2-(IN)R. TM.1 y2° 1 1.ex e RIDGE OR PE33ESTA1dH RAILIN{3 � iY" FQft CURB OETALS ADJACENT TO CURB pARRIER-SLC _ 5`DEVWALK Sri S;p PLAN 14L ISTE EP F ILL SLOPES} CONTRACT PLkNS L OR RARR:F.R FLUSH f I SIDEWALK 1�x I VERTICAL L - „ ,�� '�• ' �� JJ7-----��--�� SEE WJLLDEl'AIL •A+ , SE' jIM] PREiACLDEp JOINT FILLER - AIDJACENT TO CURS AND RAILING OR WALL P fIRE}{8L17E6 FOR JOINT FILLER EATMENT SIDE 9UFFCR STRIP TRRESIDEWALKgIpEWALr4ADJACENIT TO WALL DETAIL SIDEWALK LSE@ NOTE 10} SECTK]NS 1!'t,-{IHt R. 1 (T'rY.1 FOR CURB GRAILS 1 Sk W (IK1 PREMOLDED XXN7 FILLER TYPICAL WHERE APPLICABLE FOR CURB OU04LS stEE sra PL.w ,o, STING M""IWAY CRUSHED ROCI( BA.$ CRUSKEID SURFACING TOP COARSE STM LO.IPA('T TO 95% LICOIFIEL) PRO 4 TOR (UNLESS REOUSRELIENT WATYEO 8Y ENGINEER) TYFICAL UfTFJZ ALL CURB, GUTTER& S1pE4'rALK. GSTC UNDER CURB d CUTTER TO BEG 7111CKNE63 OR MATCH r=TING ROADWAY CRUSHED ROCK ELSE, WHICHEVER IS GREATER (TYP. FOR ALL CURB 8 G:TTTERI 1 FINrSHEDGRADE1-@'4IEf LO%V TQP OF CONCR6FF SURFACE t FOR CURB DETAILS SEE STO PLAN 101 -- I 1.6% M14 SEE STD PLAN 101 f BRODII,Eh FINL$N OR MATCH EID5TINC t -�� (-WIDE SMODIiH TROWELED FERMEYER FI NI$H FO GRADE 1CONCRETE - 0a) BELOW TOP OF CONCR SURFACE FOR PLANTrNG - FLUSH IF PAVLO TO•' 1), u CEMENT CONCRETE OURS ADJACENT TD BUFFER STRIP (CURE AND GUTTER SHOW&) FOR CURB AN ioiR SEE 6TD PLAN 1'U1 NOTES 1- Four foot of the sldgwalk Ojo ShagAv be the minimum pedasVian Iy��yALONLY ' �6 aCM!&ID1tr *Ute I,M, true of verilcal }w and horizontal ohswctkyns. Gratings, '' ' '+ Access Covers, Junctlon Bpxos, FULL-0EfiTH EXPANWONJOINT INGOTH Cable Vaults, Pull Boxes and Ohm CUR13 A140 31DEWALK NEE STD PAN t6LI) appurlenanoas whhln the sidewalk C CONTRACtiON JOINT must he flush wllh surface, and match grace of the Sidewark. JOINT AND FINISH i DETAIL + e 2, Monolithic Cement Concrete Curb arid * o Sldewalk Ir not permhted In new For Other referenced DOTES see r •p , cm stru Ilion. when replacement v,ark STD PLAN 104.2. nets smitates a Monolithic Cementfr hdild er WSIDOT Concrete CurtRrD FELLER Standard Prep F-30.I0-03. Paved surfaces must comply with JOLNT E FULL-0EPThI 3. Concrete to be 4,0W PSI. STD PLAN 102.1 as applicable, EXPANSION JOIN7 - +r PUBLIC WORKS CEMENT CONCRETE ,�-,i�;,,,-�,,1,, STD" PLAN 102 IDEPARTMENT SIDEWALK r 1p•4OW IIIIIrCE N&O"U" BID Rw m uoes ffmvo Lx mum. - - -- _ _ ITAm I I D I F Or PAYED OFIA-SWAV RF.OLIVW - - I %r W A mmw Jam r1YP . r 11 Eo•1 ftotaow fT" I cFn'Errr ]a[.!m ftm lei T .�ti IEEE STU IR Mr137I i-.i}ICRETE see r.0i'm IT a�Ig1Es r� i� � r I mA at I eq*P MAID WISH 1a1 {Y gCum AGjr" /Lest t" I IEEE NOTE r w CONFFACT" Aw 1T F9 t ISEE Ism PLAN im. PLAN VIEW {TYPE L3 SHOWN C1 I CI A C-MAK SIMILAR[ {SEE NGTt 91 rI,rlEf ~ t1ci Tid*f a r. LKL ROT 10%a mv, r' -7-7- ` -N'Yaa 7 -'"-1r Lola CRH%i'k]{.k.IN9 tfi1.'r#1! MOTE 19 RLfM COr1�NER stair IF FiPAIIL.' A "r r" IBM ■a:Lwtw,r I �� SECTI(Ir4 A :1:! Oro rowl7'Ri1 TiXmlr xm-t+I ` Yl1 STD. PLAN - 103 CURB AND GUTTER PPRO D: PUBLIC WORKS CEMENT CONCRETE DFUVEWAY REPLACEMENT DETAIL I]EPAR`l'MENT ENTRANCE - TYPES CIS, C2$, Z C3B, and C-MAXR (WITH RUFFEF For NOTES sea STD PLAN 104.2 STD. PLAN - 104.4 P11Pm a. a R-431514 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING HHuynh 04/17/2025 CONSULTING ENGINEERS L L C P\� F SN�Nc �� 'O � � 5008 F(�� ER�4 SV / ALE /14/20 0 RRST SUBMITTAL ESM 08/30/171 SURVEYED: SCALE: KS 1988 HORIZONTAL: TALL NAD D1983/1991 DATU M r CITY OF RENTON Planning/Building/Public Works Dept. SO P H I E J O SHORT PLAT DETAILS UTILITY PERMIT # DATE: 11 /19/24 ® 33400 8th Avenue South I ® I I I Suite 205 Federal Way, WA 98003 FEDERAL WAY (253) 636-6113 www.esmcivil.com EVERETT (425) 297-9900 Civil Engineering I Land Surveying I Land Planning Public Works Project Management Landscape Architecture 1 SECOND SUBMITTAL ESM 11/15/17 DESIGNED: BML 2 THIRD SUBMITTAL ESM 01/03/18 FIELDBOOK: PAGE: DRAWN: CJR ONE INCH DRAWING N0: DT-03 CHECKED: AT FULL SCALE IF NOTG NE IP SCALEACCORDINGLY ESM JOB #1938-001-016 5 N0. REVISION BY DATE APPR APPROVED: SHEET: OF: 14 23