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Home My WebLink AboutR-418830N N O N N rn 0) E F- OJ C7 C7, 3 0 0) CD N CD CD CD LA DIN GRADE BREAK SEE CONTRACT PLANS - 4'-0"MIN. CEMENT CONCRETE SIDEWALK - SEE NOTES FLARE (TYP.) 318" EXPANSION JOINT (TYP.) - SEE STANDARD PLAN F-30.10 GRADE BREAK CURB, OR CURB AND GUTTER - SEE NOTE 4 FACE OF CURB MEASURED PARALLEL TO CURB (TYP,) w 0 7 w u_ r m 0 SLOPE TREATMENT - SEE STANDARD PLAN Fri0.10 FACE OF CURB ASBUILT ROAD DRAINAGE NOTES AND DETAILS OF EDENFIELD (SUMPTER) SHORT PLAT A PORTION OF SECTION 14, TOWNSHIP 23 N., RANGE 05 E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON 1l' NOTES CURB RAMP WIDTH 4' - 0" MIN, LANDING TO MATCH A CURB RAMP WIDTH - SEE CONTRACT PLANS CURB RAMP WIDTH 4'- 0" MIN. 1, At marked crosswalks, the connection between the curb ramp and the rOad- I LANDING LANDING E MATCH CURB RAMP I WIDTH -SEE CONTRACT PLANS way must be contained within the width of the crosswalk markings. Y I GRADE BREAK I 2. Where "GRADE BREAK" is called out, the entire length of the grade break G CURB RAMP GRADE BREAK between the two adjacent surface planes shall be flush. SEE CONTRACT PLANS - CEMENT CONCRETE 4'- 0" MIN. SIDEWALK - SEE NOTE 5 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 PROVIDE SMOOTH TRANSITION Ramp where it connects to the roadway. TO SIDEWALK VLIDTH 7-0" (TYP,) SEE CONTRACT PLANS - MIN.SEE CONTRACT 4. See Contract Plans for the curb design specified. See Standard Plan * 4'- 0" MIN. *PLANS - 4'- 0" MIN. F-10.12 for Curb, Curb and Gutter, Depressed Curb and Gutter, and - 3/8" EXPANSION BUFFERWIDTH - MATCH Pedestrian Curb details - JOINT (TYP.) - SEE CURB RAMP STANDARD PLAN F-30.10 I TO CURB RAMP DEPTH �(TYP.) 5. See Standard Plan F-30.10 for Cement Concrete Sidewalk Details. See I Contract Plans for width and placement of sidewalk. GRADE BREAK TRANSITION TO SIDEWALK BUFFER, IF 6. The Bid Item "Cement Concrete Curb Ramp Type _" does not include the PRESENT, OR TO BACK OF CURB (TYP.) - 'b adjacent Curb, Curb and Gutter, Depressed Curb and Gutter, Pedestrian K ::::£......::. SEE CONTRACT PLANS ,� * * w Curb, or Sidewalks. f::.::iE k w / 7. The Curb Ramp length is not required to exceed 15 feet (unless shown _ CURB, OR CURB CEMENT CONCRETE otherwise In the Contract Plans). When applying the 15-foot max. length, AND GUTTER - PEDESTRIAN CURB - the running slope of the Curb Ramp is allowed to exceed 8.3 . Use a /o DETECTABLE WARNING SURFACE - SEE NOTE 4 I SEE NOTE 4 B , single constant slope from bottom of ramp to top of ramp to match into SEE STANDARD PLAN F-45.10 _ DETECTABLE WARNING SURFACE - the landing Over a horizontal distance Of 15 feet. DO not include the FACE OF CURB SEE STANDARD PLAN F45.10 abutting landing in the 15-foot max, measurement. DEPRESSED CURB AND GUTTER - DEPRESSED CURB AND GUTTER 8. Curb Ramps and Landings shall receive a broom finish. See Standard CROSSWALK SEE NOTE 4 CROSSWALK Specifications 8-14. LL 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 iO CONTRACTION JOINT (TYP.) - SEE STANDARD PLAN F-30.10 Ramp or Landing and there will not be material to retain. FOR CURB RAMP LENGTHS GREATER THAN 8' - 0" PROVIDE PLAN VIEW CONTRACTION JOINT EQUALLY SPACED 4'- 0" MIN. OC. PLAN VIEW TYPE PERPENDICULAR A TYPE PERPENDICULAR B LEGEND DETECTABLE WARNING SURFACE - (SHOWN WITH BUFFER) SEE STANDARD PLAN FASAO SLOPE IN EITHER DIRECTION 4'- 0" MIN. 15' - 0" MAX. (TYP,) GRADE BREAK R FLATTERRECOMMENDED FOR DE IG SEE CONTRACT PLANS S;NOTE7 COUNTER SLOPE - BREAK 5.0% MAX. 7.5% O LATTERRK CO * * LS% OR FLATTER RECOMMENDED FOR DESIGRADE JF %MAX.) TOP OF ROADWAY 9 5% OR FLATTER RECOMMENDED FOR DESIGN/FORMWORK (10% MAX.)01 LANDINGCURB RAMP \\` / DEPRESSED CURB AND GUTTER - 1 SEE STANDARD PLAN R10.12 - SECTION O �0T CEMENT CONCRETE CEMENT CONCRETE CURB RAMP'TYPE PEDESTRIAN CURB E PERPENDICULAR "A" PAY LIMIT - SEE NOTE 6 CEMENT CONCRETE CURB RAMP "TYPE PERPENDICULAR "B" PAY OMIT - SEE NOTE 6 ss1ONAL SEE NOTE DETECTABLE WARNING SURFACE - SEE STANDARD PLAN F46.10 - + j y D�g1wy 20WR Scott z -0 2020N .TW' , 0922 132]'T 3" R. TYP. DEPRESSED CURB AND GUTTER - SEE NOTE 4 CEMENT CONCRETE CURB AND GUTTER - SEE NOTE 4 CURB RADIUS DETAIL O ~ 1' R. L21 L TOP OF ROADWAY L 1 m } s' - 6• CEMENT CONCRETE TRAFFIC CURB AND GUTTER FACE OF ADJACENT CURB 61R'_A FLUSH WITH GUTTER PAN AT SIDEWALK RAMP ENTRANCE ,., 1-24 TOP OF I a'R. ROADWAY �l DEPRESSED CURB SECTION AT SIDEWALK RANI'L 31.78�' PREMOLDEv J01 NT FILLER E FULL -DEPTH EXPANSION JOINT ISOMETRIC VIEW TYPE PERPENDICULAR A PAY LIMIT 6- CEMENT CONCRETE 1 f2' H. I'R- SDEWALJS RAMP VARIES OR LANDING FROM 6"TOO C• I 316- PRE MOL DED JOINT TT LLE R CEMENT CONCRETE PEDESTRIAN CURB AT SI DEWALK RAMPS AND LAN DINGS FACE Or ADJACENT CURB s V2--- SEE DEPRESSED CURB DETAIL THIS SHEET 1:24 TOP OF # 1 1• 1f2'R. ROADWAY 2" 1 1 7A 1 DEPRESSED CURB SECTION AT REStDENTIAL DRIVEWAYS ONLY. FOR COMMERCIAL DRIVEWAYS SEE STD PLAN 104.2 FACE OF cuHn FACE OF ADJACENT CURB GUTTER SURFACE 1' R- 51Q' I- I t2- R. 11 R i L • � TOP OF ROADWAY 1 ■ 1 8 114' CEMENT CONCRETE TRAFFIC CURB DEPRESSED CURB CEfAIL AT RESIDENTIAL OR COMMERCIAL DRIVFV'JAYS. AND ALLEYS GENERAL NOTES: 1, E:aD standerd plans 102 and 101.1 for =b wpanvon and [ardra[hon Ont Spao3lg. Z Eapjmlwl joint shall be Full depth, 318" {In.) pfemDided IoW Filler. 3, For Depressed Monoillhk Driveway Cum 6 Gutter Secten_ 5413 SL9rdJ Ran 104.2 SM. parr - 101 R PUMAC NfORK!5 CEMENT CONCRETE CURBS DEPARTMENT It ISOMETRIC VIEW TYPE PERPENDICULAR B PAY LIMIT PERPENDICULAR CURB RAMP STANDARD PLAN F-40.15-04 SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION Date:2020.09.25 17� 14:44:37-07'00' Allift STALE nE(iaN FNtlNEER VTir W-hinplen Stale Dapar -I of T-,,orMfen DQcUSign Envelope ID; 3B1634D3.7E0A"476C-AD83.4329FFE0C 108 -1iC FLATFACE GOTHIC �„r ❑ D. I �+ 7 DIA +l OC )dU 0 STORY Q! J" ❑0CC p aD &Ira• DIA 1b1fr DIA (2) IV-16 SS SOCKET NFAO CAP 15" DIA 1) OPEN PICKHOLE F SCRFW (ALLENHEAD) WANSHRS DNA 8' DIA BOLT CIRCLE CAST IRON FRAME AND COVER. SEE NOTE 3� I I 9' CLASS ^a, ASPHALT. $EE NOTE 4 CLEANOUT RISER, SEE NOTE 2 PAVED AREA (TYP-) EXTEND CLEANOUT P RISER 2' ABOVE DESIGN ONDLNG ' I ELEVATION OR PER PLkU OESIGN POWING ` 1 ELEVATION 4' COMPAGTED SAND OR GRAVEL aACKFILL FOR DRAINS PER wSDOT 9•43.17(4) SOIL TIGHT 45' BEND WY E Z&DIL TIGHT COUPLER t� UIDERORAIN, FOOTING i DRAIN COLLWTOR, OR `{ ROOF DRAIN COLLECTOR PIPE, SEE NOTE 1 .--.f � llllllll TO OVERFLOW _ STRUCTUREOR ' -I-��'EI FFRNGO GAMETED OU1K CAP OR 81 MILAN 4"STREAMSED CJBBLtS rPFR WSDOT R-03.1 U2) i CLEANOUT RISER SEE NOTE 2 kT I CLEANOUT RISER LOCATED WITHIN STORM MAIN MECItAN1C;AL PLUG DR CONTINUED CONNECTION TYPICAL CLEANOUT CONFIGURATION NOTES: 1 DIAMETER TO BE 8-INCHES MINIMUM PRIVATE, 8-INCHES MINIMUM PUBLIC UNDERDRAIN PIPE PER STD. PLAN 282.10 2. CLEANDUT RISER SHALL BE SAME MATERIAL AS CONNECTED UNDERDRAIN, FCQTING DRAIN COLLECTOR, OR ROQF DRAIN COLLECTOR PIPE 3, FRAME AND COVET# SHALL BC EJ PRODUCTS M75Z1 PT AND W7rAAPT OR APPROVED CQIw. COVFA TO I] : LOCKING vvrtH ALLEN HEAD BOLT, L"XPO -$CORM- OR 'DRAIN' 4. FOR CLEANOUTS FULLY OR PARTNLLLY WITHIN UNPAVED AREAS OUTSIDE OF BEORETENTION PONDING AREA, POUR W THICK 2V' SQUARE CONCRETE COLLAR AROUND FRAME. CONCRETE COLLAR SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3.000 PSI GENERAL NOTES: 1 CLEANOUT5 FOR UNDERDRAIN. FOOTING DRAIN COLLECTOR. AND ROOF DRAIN COLLECTOR PIPES SHALL BE INSTALLED AT A MINIMUM OF EVERY 100 FEET. AT EVERY 90 DEGREE OR SECOND 45 DEGREE SEND, AT THE END OF EVERY COLLECTOR PIPE, AND AT EACH END OF AN UNDERDRAIN PIPE NOT CONNECTED TO AN OVERFLOW STRUCTURE CLEANOUTS SHALL BE INSTALLED TO ALLOW FOR MAINTENANCE ACCESS TO ALL PIPES 2 ALL IFTMNGS SHALL BE SOIL TIGHT. 3 CLEANOUT RISER SHALL BE LOCATED OUTSIDE OF BIORETENTION PONDING WHERE POSSIBLE 4. CLEANOUTS SHALL NOT BE LOCATED WITHIN THE STREET TRAVEL LANE. UNLESS OTHERWISE APPROVED 8V THE CITY. UNLE55 OTH EA W ISE NOTED. DRAW NG 15 N UT TO SCALE , N'. STD, PLAN -Z26.00 a� PUBLIC WORKS STORM SYSTEM CLEANOUT O8/13/20DEPARTMENTEIWH ar#in Pastucha �&Al1 w'i�.$OBIAaD DATE 1 RECORD DRAWINGS AS BUILT TJS 110/10/22 BJT DEM . RK BENCHMARK DRAWN: FOUNDATUM DOME DIN CONCRETE MONUMENT IN BRASS DOME SS FOUND �INA4X4RK I 0.4 " DHE� K HORIZONTAL DATUM: VERTICAL DATUM: CASE 0.5" BELOW GRADE OBSERVED BELOW GRADE OBSERVED 37555 BJT NAD '83/'91 NAVD '88 N: 175866.55, E: 1319201.78 N: 175852.22, E: 1319809.82 N0. REVISION BY DATE FAPR '�R°�DBJT N/A 0 1 8; ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY DacuSign Envelope ID: 3131 B341D3.7EOA-47EC-AQW-4329FFLOCIN VOMC N_ MAW ISM HORIZOWAL: WD 1983 1991 DATU M TIERING 7LT HOLES - 3 PLACES 7UA{,LY SPACED 12V APART ON 111fe" D64. ELL SKID GROOVE PATTERN DIA PICKHOLE COVER BOTTOM VIEW (3I BET SOC. IIALLEN HEADI [iY8--11 x 1.5 SS RUBBER WASHER "D IV Y4- 21 e 3'4 r EON BOLTING DETAIL 11'YP.) COVER SECTION VIEW Rt18- 28 P5 1!4' DIA. GASKET GRQpVE DETAIL 114' DIA. NEOPRENE GASKET 1 ,na- Lir, IW F F j110 23 W DIA CL OPEN 27 5116 DIA, SKID GROOVE PATTERN DETAIL 34 1 W MA FRAME SECTION VIEW NOTES: 1 ALL COVERS SHALL BE LOCKING LID PER EJ No. 3717G1 Oft APPROVED EQUAL 2. THIS COVER SHALL ONLY BE USED FOR STRUCTURES WITHIN PRIVATE OEVELOPMENTB OUTSIDE OF PUBLIC RIGHT-OF-WAY. UNLE55 OTHERWISE NOTED, DRAWING I'i NOT TO 5CALE I NTS) STD. PLAN - 204.40 PUBLIC WORKS STORM ROUND FRAME AND COVER DEPARTMENT (PRIVATE) artin PastuchW13/2020 2MOMM"O.. DATE CALL BEFORE YOU DIG: 1-800-424-5555 CI TY OF RENTON Planning/Building/Public Works Dept. 8:48 F. TAL� O Z J 1423 S T ss/DNA L 0/10/20; V i V YI L 4) 7 C -1- •� 0 0 Z C W C: � N M � C aO�ON Q i 0) LO LO 4-7 N N W V co r Y R-418830MENNEN IN COMPLIANCE WITH CITY OF RENTON STANDARDS ASBUILT ROAD DRAINAGE NOTES AND DETAILS EDENFIELD (SUMPTER) SHORT PLAT MAINVUE WA LLC 1110112TH AVE NE, SUITE 202 BELLEVUE, WA 98004 M T� Cy) 0 0 O O TI V J V J r O O TO V J Q lam` ~ N /11 O T N �O z DATE 10/10/2022 F-- m 0 FlELD3001C PACE DRAWING NO, �w cn SHEET: 30 OF: w 71 od