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HomeMy WebLinkAboutR-409739ASBUILT ROAD DRAINAGE NOTES AND DETAILS 0 I 0 0 O 0 (n n CN CD CV E N 3 00 00 Do 00 U 0 CD CD z J � 4" CRUSHEO SURFACING TOP COURSE {CSTCI PER WSDO7 STD. SPEC 9-43.9{ 3 k 17- QUARRY SPALLS PER WSDOT STO. SPEC 9-13.1(5) GRAVEL ROAD OPTION WOVEN GECTFXTILE FABRIC 1=OR SEPARATION PER TABLE 3 FROM WSDQT STD. SPEC 9-332(1) Ii ~ 12' OR 15. SEE NOTE 5.4 ASPHALT ROAD OPTION 4' HOT MIX SPHAL7 (BMA) 6" CRU& ILL) SURFACING WE COURSE {CSBC) PER MOOT STD SPEC 9.03.9(31 NOTES: 1. ACCESS ROADS SHALL BE LOCATED IN THE STORMWATER TRACT OR PUBLIC RIGHT-CF-WAY AND SHALL BE CONNECTED TO AN IMPROVED PUBLIC RIGHT•OF-WAY. 2- MAINTENANCE ACCESS ROAD(S) SHALL BE PROVIDED TO THE CONTROL STRUCTURE AND OTHER DRAINAGE STRUCTURES ASSOCIATED WITH TH£ POND IEG„ INLET, EMERGENCY OVERFLOW, OR BYPASS STRUCTURES). MANHOLE AND CATCH BASIN LIDS MUST M IN OR AT THE EDGE OF THE ACCESS ROAD AND AT LEAST THREE FEET PROM A PROPERTY LINE. RIMS SHALL BE BET AT THE ACCESS ROAD GRAOE. 3. AN ACCESS RAMP IS REOLI IRED FOR REMOVAL OF SEbIMENT WITH A TRAOKHOE AND TRUCK. THE RAMP MUST E%TfN93 74 THE POND BOTTOM IF THE POND BOT om IS GREATER THAN11.500 SQUARE FEET (MEASURED WITHOUT THE RAMP) AND IT MAY END AT AN ELEVATION 4 FEET ABOVE THE POND BOTTOM IF THE POND BOTTOM IS LESS THAN t,500 SQUARE FEET )MEASURED WITHOUT THE RAMP). PROVIDED THE POND SLOPES ARE SH;IV OR FLATTER. 4. THE INTERNAL BERM OF A WETPOND OR COMBINED DETENTION AND WETPOND MAY BE USED FOR ACCESS IF 17 IS NO MORE THAN 4 FEET ABOVE THE FIRST WETPOOL CELL, IF THE FIRST WETPOOL CELL IS LESS THAN 1.500 SQUARE FEET IBOTTOM AREA MEASURED WIT0XT THE RAMP), AND IF 1T IS DESiGNE❑ TO SUPPORT A LONDED TRUCK, CONSIDERING THE BERM IS NORMALLY SUBMERGED AND SATURATED. 5. ACCESS SHALL BE LIMITED BY A DOUBLE -POSTED GATE IF A FENCE IS REOUIREb. OR BY BOLLARDS. BOLLARDS SHALL BE DESIGNED IN ACOURDANCE WITH THE CITY OF RENTON STANDARD PLANS. 6. ACCESS ROADS AND RAMPS SHALL MEETTHE FOLLOW{NG DESIGN CRITERIA: 6.1. MAXIMUM GRAVE SHALT BE 15 % FOR ASPHALT PAVING AND 12% FOR GRAVEL 6.2. OUTSIDE TURNING RADIUS SHALL BE 40 FEET MINIMUM. 6.3. FENCE GATES SHALL BE LOCATED ONLY ON STRAIGHT SECTIONS OF ROAD. 6A. ACCESS ROADS AND RAMPS SHALL BE 15 FEET IN WITH ON CURVES ANO 12 FEET ON STRAIGHT SECTIONS. 6.5. A PAVEb APRON SHALL BE PROviOEO WHERE ACCESS ROADS AND RAMPS CONNECT TO PAVED PLSUC ROA❑WAY5.7HE APRON SHALL BE CONSISTENT WITH DRIVEWAY DETAILS IN THE CITY OF RENTON STANDARD PEANB. SEE CONSTRUCTION PLANS FOR SPECIFIC PROJECT REQUIREMENTS. 7. ACCESS ROADS AND RAM FS SHALL BE CONSTRUCTED WITH EITHER THE GRAVEL ROAD OPTION OR ASPHALT ROAD OPTION. WHERE ACCESS ROADS AND RAMPS PASS OVER EMERGENCY OVERFLOW SPILLWAYS, AN HMA WEARING COURSE IS REQUIRED (SEE STANDARD PLAN 234.10). 8 SEE CONSTRUCTION! PLANS FOR SPECIFIC PROJECT REQUIREMENTS. UNLESS OTHERWISE NOTED, RRAWiN5 15 NOTTO SCALE (NTSI STD. PLAN - 234.50 APPROVED": aEPARDEPARTMENTNT URI PusWORKS ACCESS ROAD AND RAMP GAZ 9/28/2018 I hhlc Worls!'�nlnslrai" )SAT F. REMOVABLE WATERTIGHT COUPLING OR FLANGk: - r MIN. CLEARANCE TO ANY PORTION OF FLOW RESTRICTOR TEE INCLUDING ELBOWS 2` MIN. ELBOW RESTRICTOR. SEE DETAIL AND NOTE 10 6" MIN OF DALPAY SHORT PLAT A PORTION OF THE N.E. 1/4 OF THE S.E. 1/4 OF SECTION 4, TOWNSHIP 23 N., RANGE 5 E", W.M. CITY OF RENTON, KING COUNTY, WASHINGTON III III yIJ, ANGLE AS / � iyl NECESSARY, I SEE NOTE 7 r MIN, '--' ADDITIONAL LADDER RUNGS TIN SETS) TO ALLOW ACCESS TO TANKS OR VAULTS WHEN CATCH IS FILLED WITH WATER P LATE WELDED TO ELBOW WITH PLAN VIEW ORIFICE AS SPECIFIED. SEE NOTE 3-7 ELBOW RESTRICTOR DETAIL ELEVATION PER PLANS 12' MIN. UNDER FRAME 8 SOLIO COVER MARKED'DRAIW PAVEMENT WITH LOCKING BOLTS PER STO. PLAN 20050 is" MAX. I VERTICAL BAR GRATE FOR SECONDARY INLET 6- MIN. DESIGN WATER ELBOW RESTRICTOR,KMIN.SHEAR SEE DETAIL AND NOTE 10ANDHOLDS, STEPS, OR LADDER PIPE SUPPORTS, SEE NOT£ 6 1.5 I DSEE NOTE 9 { TYP-} MkN. I ❑ IA - ISOMETRIC OUTLET PIPE, SEET PIPE NOTES 1 6 5 GATE WITH CONTRi)L ROD FOR INVERTA1'tpLEANOUTlDR1AIN {ROD B£NT AS REQ7iIRED ELEVATION PER PLANSOR VERTICAL ALIGNMENT WITH COVERT 12" SECTION OF PIPE ATTACHED 9Y PER STD. PLAN 237.313 GASKETED BAND TO ALLOW REMOVAL � MIN. 12" WELDED RESTRICTOR PLATE WITH ORIFICE DIA AS SPECIFIED, SEE NOTE 10 NOTES: SECTION A 1. USE A MIMIAIUM OF A 54' DIAMETER TYPE 2 CATCH BASIN 2. OUTLET CAPACITY: 101FY1=AR QEVEiLOPED PEAK FLOW. 3, METAL PARTS PREFERRED TO BE STAINLESS STEEL, ALUMINIZED STEEL, OR ALUMINUM ALL OTHER STEEL PARTS MUST BE GALVANIZED WITH TREATMENTS 1, 2, OR 5, 4. FRAME AND LADDER OR STEPS OFF SET SO; A. CLEM409T GATE IS VISIBLE FROM TOP B. CLIMB -DOWN SPACE IS CLEAR OF RISER AND CLEANCUT GATE C- FRAME IS CLEAR OF CURB. 5. IF METAL OUTLET PIPE CONNECTS TO CEMENT CONCRETE PIPE: OUTLET PIPE TO HAVE SMOOTH O.D, EQUAL TO CONCRETE PIPE 1,0. LESS 1W B. PROVIDE AT LEAST Ot4E 3.7( .090 C;I.hGE SUPPORT BRACKET ANCHORED TO CONCRETE WALL. IIMA7SIMUM 3'-0" VERTICAL SPACING} 7. LOCATE ELBOW RESTIRIGTOR(SI AS NECESSARY TO PROVIDE MINIMUM CLEARANCE AS SHOWN B. LOCATE ADDITIONAL LADDER RUNGS IN STRUCTURES USED AS ACCESS TO TANKS AND VAULTS TO ALLOW ACCESS WHEN CATGH BASIN 18 FILLED WITH WATER. 9. WHEN CONNECTING TO A NEW PIPE, USE A FLEXIBLE CONNECTOR {KOR-N-SEAL B007 WITH CORRUGATED PIPE ADAPTER OR APPROVED EOUAL). WHEN CONNECTING TO AN EYJSTING PIPE USE A FAHRICATED SAND COLLAR OF 7HE SAME MATERLALAS THE CONNECTING PIPE IIl IF TEE SECTION IS USED ONLY FOR SPILL CONTROL, THEN ELBOW RESTRiCTDR9 AN 1) RESTRICTCIR PLATES WITH ORIFICES ARE NOT REQUIRED, UNLESS Cr H"WISE NOTED, DRAWING IS NOTY0 SCALE (W51 STE), PLAN - 23740 PUBLIC WORKS FLOW CONTROL STRUCTURE - APFRUVE>); DEPARTMENT RESTRICTOR TEE 9/25/2018 I r.ni� Nuns M,,r:r, DATE PULL POST SPACED 01000' MAX. 1 B9D' MAX. IW MAX. ITYP,) D TOP RAIL ACE POST '2 TIE WIRES (TYP.) SPACED �14" MAIL BR 11 - LINE POST TOP RAIL TOP RAIL SPACED @ BRACE POST L F 7n MAx C TENSION WIRE YEN SION TIE WIRES{TYP4 $, TIE WIRE 7 TIE WIRE WIRE SPACED614-MAX, FABRIC (TYP.) 6'FABRIC (TYP-) HEIGHT r HEIGHT FABRIC BAND (7YP.) FABRIC SAND (TYP.) STREMIER 8AR (TYP) STRETCHER BAR {TYP.) k � g :4 �1:iAAtiYtiLAt CHAIN LINK - TENSION 111111E 3'-0" {1YP H FENCE. I=PERIL TEi+1510N ITYP.) KNUCKLED WIRE SOG PACED i S {TYP.) :, � SELVAGE {TYP, I SPACED 24- MAX CONCRETE POST BASE ITYP.) SEE NOTE 4 fi" IV O1A MIN. CORNER LINE POST (TYP.I PULL POST [FENCE RUN] (FENCE RUN) 19' 1tl' BATE POST ITYP.}-3-17 DIA. {NOMIi- SCHADMATCH FENCE SELVAGE MP I TIE WIRES (TYP_)WIRES LfYP.) 7❑P HINGE -186" E BULL POST S+'ACEp 014" MR%. TOPCED14' MAX. SWING TTYP.) T TOP RAIi PULL POST g- TENSION TENSION FABRIC WIRE (7YP) WIREITYP.1 - HEIGHT FABRICSTRETCHET7LS5 TENSIONWIRE CHAIN LINK MATCH FENCE 19" SOTTOM HINGE HOG RINGS (TYP.) FENCE FABRIC SELVAGE (TYP.) F1 ROU b SWING MR.)F SPACED @ 24" MAX. G I+- IV MIN ROUND 3•-0" (TYP,) i­ 1T ROUND GATE 12• ROUND ---I r+-- 347 34.7 � Tom' 10' MIN. ROUND GENERAL NOTES: 1. FENCE MATERIAL 51-RLL BE 9 GAUGE GALVANIZED STEEL FABRIC WITH BONVE0 VINYL COATING, VINYL COATING SHALL HE COMPATIBLE WTTH THE SURROUNDING ENVIRONMENTAS APPROVED BY THE CITY (E.G. GREEN INOPEN_ GRASSY AREA5 AND BLACK IN WOODED AREAS). ALL PO$T'S, CROSS BARS, AND GATES SHALL BE PAINTED OR COATED THE SAME COLOR AS VINYL CHAIN LINK FENCE 2. ALONG THE TOP ANO BOTTOM, U51NG WIRE TIES AND HOG RINGS, FASTEN THE CHAIN LINK FENCE FABRIC TO THE TOP RAIL AND TEN5ION WIRE WITHIN THE LIM45 OF THE FIRST FULL FABRIC WEAVE. 3. WITHIN 18 FEET OF A TRAVELER LANE. USE TENSION WIRE INSTEAD OF A TOP RAIL. 4 IF $OIL ALLOWS, LINE POSTS ALONG FENCE RUN MAY BE DRIVEN DIRECTLY INTO GROUND A MINIMUM OF Z-6- INSTEAD OF U51N QG GD44CRETE POST BASE. 5 SEE ': JSDOT STD SPEC SECTION 9-15 1 FOR FENCE MATERIAL REQUIREMENT$ UNLLSS DTIIERN.'ISE Nn1 ED, ❑RAWINti IS NOI TO SCALE IN USI STD, PLAN - 234,60 a PUBLIC WORKS AP E0: DEPARTMENT POND FENCING AND GATE qZ 9/28I2018 DATE 10' MAX. PULL POST END OR CORNER POST TIE WIRE (TYP.) TOP RAIL PLANTING BEDS(UNDISTURBED UNDISTURBED TURF (LAWN)AREAS. VEGETATION, SEE NOTE 1 SEE NOTE 1 �hI��II+141�If,tlj�J!°f ��1�lIIJlI',�{I UNDISTURBED I yI'�j "'.- .:. j GRASS: SEED OR SOD NATIVE VEGETATIO#! } WUI�;I",rIIL+:':::"q.0� .i}Ill=i n UNDISTURBED NATIVE SOIL - f UNDISTl1RBED NATIVE SOIL mm OPTION 1 - NO DISTURBANCE PLANTING BEDS 3"4' ARBORISTWOODCHIPMULCH. SEE STD PLAN 262 60 3"OFCDMPOSTINCORPORATED NTO 5" OF SITE SOIL CIOTAL AMENDED DEPTH OF 9.5", FOR A SETTLED DEPTH OF 61 D~ I URI: ILAWN:' AREAS GRASS: SEED OR SOD 1.75' OF COMPOST INCORPORATED 1NTO 6.25" OF SITE SOIL {TOTAL AMENDED DEPTH CF 9.5", FOR A SETTLED DEPTH OF V) SUBSOIL SCJARIFIED4'BELOW SUBSOIL SCARIFIED 4" BELOW :,.•-•Y _ '1"-J COMPOST AMEN❑Eb LAVER COMPOST AMENDED LAVER .17., _ I72' SELOw SOIL SURFACE) (12" BELOW SOIL SURFACEI OPTIONS 2, 3, AND 4 - AMEND IN PLACE OR STOCKPILE AND AMEND PLAN I ING BEDS TURF (LAWN) AREAS 3--4" ARBORIST WOOD CHIP MULCH, SEE STD - PLAN 282.60 8"IMPORTED TOPSOIL MI7( (COMPACTED DEPTH) 5UOSM IF SCARIFIED 6' BELOW 1MPORTEo TOPSOIL MIX fi-RlPUBLICWORKS DEPARTMENT 0" 6" 12- OPTION 5 - IMPORTED TOPSOIL GRASS' SEED OR 500 NOTES: 1. AREAS OF NO DISTURBANCE TO Of FENCED AND E)(ISTING VEGETATION AND SOIL TO BE PROTECTED FROM CONSTRUCTION MPACTS. 8" IMPORTED TOPSOIL MIX {COMPACTED GENERAL NOTE& DEPTH) 1 TO MEASURE SETTLED DEPTH, WATER SOIL SUFFICIENTLY TO FULLY SATURATE WITHOUT CAUSING EROSION SUBSOIL IS 2- COMPOST TO MEET STD. PLAN 282.8B. SCARIFIED $" SELOW IMPORTED 3- COMPACTION OF TOPSOIL (WHERE REQUIRED) TOPSOIL MIX TO BE TO 85% OF STANDARD PROCTOR. 4. SEE CONSTRUCTION PLANS FOR SPECIFIC PROJECT REQUIREMENTS. UNLESS OTHERWISE NOTED, ORAvRNG IS NOT TO SCALE (NTS) STD. PLAN - 264.00 APPY{ 0' SOIL AMENDMENT SECTIONS Gq,Z 9/28/2019 1 ww"wmu.axr,ris»,�DATE BRACE BAND NRTH TOP RAIL TENSDN WIRE 2 CARRIAGE BOLT AND NUT TIE wIRE 5PAcED _"_ _ @ 14- MAX. {TYP.} f STRETCHER BAR[TYP.) BRACE BAND WITH FABRIC BANDI ,r n CARRIAGE BOLTAND NUT WITH CARRIAGE TENSION BRACE BAND WI7H BOLT AND NUT TOP RAIL WIRE •r•, Jc CARRIAGE BOLT AND Nut TURNBUCKLE �( TENSION VJURE STRETCHER BAR 4" �3 FABRIC BMiD WITH CARRIAGE HOG RING SPACED BOLT AND NUT ITYP.) 9 24- MAX. (TYP.} DETAIL - END OR DETAIL " PULL POST v 9 o p CORNER POSIT A (AT END, CORNER, OR GATE) SCALE NTS 3a6 SCALE NTS 34 DETAIL - BRACE POST e TOP RAIL SCALE. NTS 34. BRACE BAND WITH TOP RAIL STRETCHER BAR ITYP,) TWO WAY BRACE BAND WITH CARRIAGE BOLT TENSION CARRIAGE BOLT AND NUT AND NUT (TYP,) W IRE ITYP) FABRIC SAND WITH CARRIAGE TENSION WIRE BOLT AND NUT {TYP-) CTENSION WIRE {TYP-1 FABHIc BAND WITH TOP HINGE CARRIAGE BOLT STRETCHER BAR fFYP,) WRETC HER BAR I AND NUT {TYA.J DETAIL - PULL POST TURNBUCKLE (WITHIN RUN) D r SCALE: tFTS S4.6 DETAIL -GATE POST E BOTTOM HINGE EYE BOLT SCALE: NTS ?4.G F:F�•Ff - STRETGHERBAR {TYP.) FABRIC BAND WITH DETAIL - GATE POST F CARRIAGE BOLT AND NUT (TYP.) GCALE. N I-S 34 _ STRETCHER SAR POST FABRIC EYE BULT FABRIC BAND WITH CARRIAGE BOLT AND ! NUT SPACED IS' MAX_ TURNBUCKLE 2 I EYE NUT TENSION WIRE (HP-) I v METHOD OF FASTENING DETAIL - PULL POST STRETCHER BAR TO POST (AT GATE) SCALENTS POST AND RAIL SPECIFICATIONS MEMBER kl M. SIZE {$CH. 40) LD- WEIGHT II-ar ) END. CORNER, GATE, OR PULL POST 2-V2` DIA. S.80 LINE OR BRACE POST 2' DIA 3.65 TOP RAIL 1AW MA. 2.27 u MESS bTHERm SE NU1 ED, uRAWWCs 15 s1'OI TO SLAL IN III STD. PLAN-134.70 UUIPUBLIC WORKS POND FENCING AND GATE - POST APP EB DEPARTMENT DETAILS �►� 9/28/2018 ,ihi: rY"m M,nnr.ra PATE 1 ASBUILT NO. REVISION SURVEYED: TSL DESIGNED: DSC DRAWN: DSC EN 1 1 /19/21 DD CHECKED: DID BY DATE AP P R APPROVED: DD SCALE: N/A ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY 4" 0 ELBOW (# 1) ORIFICE #2 IE=+98.94 (4") 408.06 ELBOW RESTRICTOR ORIFICE 0=1.1" 2" MIN 6'= 4" MIN. 16' MAX. 0.5' LJ (/) Of 1,50' MIN. I 8" OUTLET IE=4945-.� (8") J FRAME, GRATE, & SOLID COVER MARKED "DRAIN" WITH LOCKING BOLTS. - ELEVATION .z 411.21 VERTICAL BAR/GRATES FOR SECONDARY INLET I E =499 -94 409.14 OPEN TOP 408.96 2'-0" MIN 8" INLET PIPE FROM POND 405.66 405.66 IE= (8") 3" X 0.090 GAGE SUPPORT N ° BRACKET ANCHORED TO CONCRETE WALL. (MAX. 3' VERTICAL SPACING) 8" SHEAR GATE W/CONTROL z ROD FOR CLEANOUT/DRAIN z ^ (ROD BENT AS REQUIRED N FOR VERTICAL ALIGNMENT c WITH COVER) SEE 2009 KCRCDS FIG 7-025 AND FIG 7-026 RESTRICTOR PLATE WITH ORIFICE #1 0=0.45" ° EL-"" 9 403.86 SAFETY HANDHOLES, STEPS, OR LADDER SECTION VIEW C13#2, TYPE 2-48" (CONTROL STRUCTURE) SCALE: 1 "=2' 8" SHEAR GATE 12" RISER / "5l 11 ELBOW RESTRICTOR RISER PER DETAIL ON THIS SHEET 6" MAX. 6" MIN REMOVABLE WATER -TIGHT COUPLING OF FLANGE PLATE WELDED TO ELBOW WITH ORIFICE AS SPECIFIED ELBOW RESTRICTOR DETAIL OVERFLOW W.S. EL 4� 409.31 FRAME/GRATE FOR PROVIDE VERTICAL BARS IN FRAME © 4" O.0 (OTHER FLOW SYSTEMS ACCEPTABLE IF APPROVED BY KCSWDM) SECONDARY INLET DETAIL VERTICAL: NAVD 1988 • HORIZONTAL: NAD 1983/1991 CITY OF [;%Rl RENTON DATUM VU1• Planning/Building/Public Works Dept. PLAN VIEW C13#27 TYPE 2-487' SCALE: 1 "=2' ACCESS LID AND LADDER o SECONDARY INLET PER DETAIL ON THIS SHEET E. Dj � of W A Sy S A-, Q � o Cn z ,p 4 09 �� / S T E� NA L ENG 1 1-19-21 • o i N 3 _c 4-1 • f!1 (n w � N � M V: i 0000N � •� �d1N Qq IA 3: L.n N /m to W V r Y R-409739 `J IN COMPLIANCE WITH CITY OF RENTON STANDARDS ASBUILT ROAD DRAINAGE NOTES AND DETAILS DALPAY SHORT PLAT DALPAY PROPERTIES, LLC. 4033 N.E. SUNSET BOULEVARD RENTON, WA 98059 J d- 0- 00 00 O Q Z DATE: 9/2021 C/) m FIELDS(/K PAGE: DRAWING NO: W J SHEETC11ADF' 18 o m