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HomeMy WebLinkAboutR-409712CD CV CD CV CV N E Q 0 3 CD 00 N N Do Co co 0 0 CD Lu j z J � 4" CRUSHED SURFACING TOP COURSE {CSTCI PER WSDOT STD. SPEC 9-43.9{ 3I 12' OVALLY SPALLS PER WSDOT STO. SPEC 9-13.1(5) GRAVEL ROAD OPTION WOVEN GECTFXTILE FABRIC 1=OR SEPARATION PER TABLE 3 FROM WSDOT STD. SPEC 91332(1) Ii ~ 12' OR 15. SEE NOTE 5.4 ASPHALT ROAD OPTION 4' HOT MIX SPHAL7 (HMA) 8" CRUSHr:U 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 SEWMENT WITH A TRACKHOE AND TRUCK. THE RAMP MUST E%TENI TD THE POND BOTTOM Ir THE POND BOT om IS GREATER THAN 1.500 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 IMEASURED WITTHOIJT THE RAMP). PROVIDED THE POND SLOPES ARE S1H:1 V 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 WITHXT THE RAMP;, AND IF IT IS DESIGNE❑ TO SUPPORT A LOADED TRUCK, CONSIDERING THE BERM IS NORMALLY SUBMERGED AND SATURATED. 5. ACCESS SHALL BE LIMITED BY A 0OU9LE_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 ROAMAND RAMPS SHALL MEETTHE FOLLOW{NG DESIGN CRITERIA: 6.1. MAXIMUM GRAVE SHALT BE 15 % FOR ASPHALT PAVING AND 12% FOR GRAVEL 6.2. OUTSADE 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 PAVED APRON SHALL BE PROvIOEO WHERE ACCESS ROADS AND RAMPS CONNECT TO PAVED PLSud ROA❑WAY5.7HE APRON SHALL BE CONSISTENT WITH DRIVEWAY DETAILS IN THE CITY OF RENTON STANDARD PLANS. SEE CONSTRUCTION DEANS FOR SPECIFIC Po20J1=CT 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, RRAWiNG 15 NOTTO SCALE (N751 STD. PLAN - 234.50 aaanavEs: PUSUC WORKS ACCESS ROAD AND RAMP GAZ 9/28/2018 I DEPARTMENT hhlc Worls!'�nlnslrai" DA1 F. REMOVABLE WATERTIGHT C OUI'LING OR FLANGE - r MIN. CLEA AME TO ANY PORTION OF FLOW RESTRICTOR TEE INCLUDING ELBOWS 2` MIN. ELBOW RESTRICTOR. SEE DETAIL AND NOTE 10 6" MIN ROAD DRAINAGE NOTES AND DETAILS 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 II\ 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 Ell MAX. P LATE WELDED TO ELBOW WITH PLAN VIEW ORIFICE AS SPECIFIED. SEE NOTE I ELBOW RESTRICTOR DETAIL ELEVATION PER PLANS 12" MIN. UNDER FRAME 8 SOLIO CUJVER MARKED'DRAIW PAVEMENT WITH LOCKING BOLTS PER STO. PLAN 20050 1 s" NL4X. VERTICAL BAR GRATE FOR SECONDARY INLET 6- MIN. DESIGN WATER ELBOW RESTRICTOR, SURFACE SEE DETAIL AND NOTE 10 HANDHOLDS, STEPS, OR LADDER PIPE SUPPORTS, SEE NOT£ 6 12" (TYP.) 1.5 I D SEE NOTE 9 { TYP-} MIN. X MIN. I ❑ 1 4-- A-_ ISOMETRIC OUTLET PIPE, SEE j INLET PIPE NOTES 1 6 5 2' MIN. SHEAR GATE WITH CONTRi)L ROD FOR INVERT CLEANOUTORAIN {ROD BENT AS REQUIRED ELEVATION ON PER PLANS FOR VERTICAL ALIGNMENT WITH COVERT 12" SECTION OF PIPE ATTACHED 9Y PER STD. PLAN 237.313 GASKETED BAND TO ALLOW REMOVAL E' 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 PEVEiLOPED 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 CLEANOUT 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 S. PROVIDE AT LEAST ONE 3. X .OW Ga4GE SUPPORT BRACKET ANCHORED TO CONCRETE WALL. IMMIMVM 3'-0" VERTICAL SPACING} 7. LOCATE ELBOW RESTIRICTOIWS1 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 FABRICATED SAND COLLAR OF 7HE SAME MATERIALAS 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 OTH"WISE NUTED, DRAWING IS NOTY0 SCALE (W51 STE), PLAN - 23740 PUBLIC WORKS FLOWN CONTROL STRUCTURE - APFRUVE>); DEPARTMENT RE5TRICTOR TEE GAZ 9/25/�018 I r.ni� Nuns M,,r:r, DATE PULL POST SPACED 01900• MAX. 1 B9D' MAX. IW MAX. f yl`.) D TOP RAIL ACE POST '2 TIE WIRES (TYP.) SPACED �14" MAIL BR - LINE POST TOP RAIL TOP RAIL SPACED @ BRACE PAST 7Lr MAx C TENSION WIRE YEN SICN TIE WIRES{TVP.I $, TIE WIRE 347 TIE WIRE WIRE TIEWIR SJTYP47U, FABRIC ITYP.) 6'FABRIC (TYP-) HEIGHT ! HEIGHT FABRIC BAND (7YP.) FABRIC SAND (TYP.) STREMIER 8AR (TYF) STRETCHER BAR {TYP.) k g" :4�1:iLAtiYiL�ht CHAIN LINK - TENSIONLVIrtE " (TYP.) FENCE. FABRIC TENSION m'P.) KNUCKLED �IRE SOGRINGS{TYP.) : SELVAGE SPACED 24• MAXNWK CONCRETE POST BASE (TYP.} SEE NOTE 4 fi" 1V O1A MIN. CORNER LINE POST (TYP.I PULL POST [FENCE RUN] (FENCE RUN) 18' 1tl' GATE POST ITYP.}-3-17 DIA. {NOM-. SCH. AD) MATCH FENCE SELVAGE MP I TIE WIRES (TYP_) TIE WIRES {TYP.1 70P HINGE -186• E BULL POST $PACED 014" MAX. TOP RAIL SPACED14' MAX. SWING TTYP.) T TOP RAIL PULL POST g- TENSION TENSION FABRIC WIRE (TYP) WIREITYP.1 - HEIGHT FABRIC BAND UYP h STRETCHER BAR 7YP ' - ROn T >011 TENSION WIRE CHAIN LINK MATCH FENCE 18" BOTTOM HINGE HOG RINGS (TYP.) FENCE FABRIC SELVAGE (TYP.) r�7T ROUND SWING (TYP,) F SPACED @ 24" MAX. G I+- 1p" MIN ROUND 3•-p" (TYP,) 1� 12" ROUND GATE 12• ROUND -"T r+-- 347 ROUND GENERAL NOTES: 1. FENCE MATERIAL 5HRLL BE 9 GAUGE GALVANIZED STEEL FABRIC WITH BONDED VINYL COATING, VINYL COATING SHALL HE COMPATIBLE WITH THE SURROUNDING ENVIRC"ENTAS APPROVED BY THE CITY IE.G. GREEN III OPEN- GRASSY AREA5 AND BLACK IN WOODED AREAS). ALL PO$T'S, CROSS BARS, AND GATES SHALL BE PAINTED OR COATED THE SAME GOLDR 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 LIMITS OF THE FIRST FULL FABRIC WEAVE. 3. WITHIN 18 FEET OF A TRAVELER LANE. USE TENSION WIRE INSTEAD OF A TOP RAIL. 4 IF 5DIL ALLOWS, LINE POSTS ALONG FENCE RUN MAY BE DRIVEN DIRECTLY INTO GROUND A MINIMUM OF Z-6• INSTEAD OF USING GOT4CRETE POST BASE. S SEE ': JSDOT STD SPEC SECTION 9-15 1 FOR FENCE MATERIAL REQUIREMENT$ uNik55 UTIiERN.'ISE NU1EV, URAWINti IS NnI To SCALE IN NiI STD, PLAN - 234,60 a PUBLIC WORKS AP ED: DEPARTMENT POND FENCING AND GATE GAZ 9/28/2018 1 n.mrx r, 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+1411f,tlj�J!° f �1 lIIJ l I'V UNDISTURBED I yI'�j GRASS: SEED OR SOD NATIVE VEGETATION }-WUI�;1",rIIL+:':::"J'�llJ.i}Ill=i n UNDISTURBED NATIVE SOIL - f UNDISTURBED NATIVE SOIL OPTION 1 - NO DISTURBANCE PLANTING BEDS 3"4' ARBORISTWOODCHIPMULCH. SEE STD PLAN 262 60 3"OFCDMPOSTINCORPORATED NTO 5" OF SITE SOIL CrOTAL 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) SUBSOILSCARIFIED 4'BELOW SUBSOIL SCARIFIEb 4" BEL444 :,.•-•Y _ '1"-J COMPOST AMENDED LAVER COMPOST AMENDED LAVER .1T'• _ I72' SELdw SOIL SURFACE) (12" BELOW SOIL SURFACE OPTIONS 2, 3, AND 4 - AMEND IN PLACE OR STOCKPILE AND AMEND PLAN I ING HEDS TURF (LAWN) AREAS 4-'idd*4w4,. , .� I 3--4" ARBORIST WOOD CHIP MULCH, SEE STD - PLAN 282.60 8" IMPORTED TOPSOIL Mlfi (COMPACTED DEPTH) 5Lr880IL IF SCARIFIED 6' BELOW IMPORTED TOPSOIL MIX fi-RlPUBLICWORKS DEPARTMENT 0" 6" 12- OPTION 5 - IMPORTED TOPSOIL GRASS' SEED OR 500 NOTES: 1. AREAS OF NO DISTURWWCE TO Of FENCED AND E)aSTING VEGETATION AND SOIL TO BE PROTECTED FROM CONSTRUCTION MPACTS. 8"IMPORTED TOPSOIL MIX {COMPCTED (COMPA GENERAL NOTE& DEPTH) t TO MEASURE SETTLED DEPTH, WATER SOIL SUFFICIENTLY TO FULLY SATURATE WITHOUT CAUSING EROSION SUBSOIL IS 2- COMPOST TO MEET STD. PLAN 282.88. SCARIFIED $" SELOW IMPORTED 3- COMPACTION OF TOPSOIL (WHERE REQUIRED) TOPSOIL MIX TO BE TO 85% OF STANDARD PROCTOR. 4. SEE CONSTRUCTION PLANS FOR SPECIFIC PROJECT REQUIREMENTS. UNLESS OtHERWISE NOTEII, MAYRNG IS NW TO SCALE (NTs) STD. PLAN - 264.00 APPY{ o' SOIL AMENDMENT SECTIONS GAZ 9/28/2019 ww"wmu.axr,ris»,�DATE BRACE BAND NRTH TOP RAIL TENSDN WIRE 2 CARRIAGE BOLT AND NUT TIE wIRE 5PAcED � [+� 14- MAX. {TYP.} STRETCHER BAR[TYP.) BRACE BAND WITH f FABRIC BAND I ,r n CARRIAGE BOLTAND NUT WITH CARRIAGE TENSION BRACE BAND WITH BOLT AND NUT TOP RAIL WIRE •r•, Jc CARRIAGE BOLT AND NUT TURNBUCKLE �( TENSION WORE STRETCHER BAR 4" �3 FABRIC BM4❑ WITH CARRIAGE HOG RING SPACED BOLT AND NUT ITYP.) 9 2 r MAX. (TYP.} DETAIL - END OR DETAIL • PULL POST v o p CORNER POSIT A (AT END, CORNER, OR GATE) B __� SCALE NTS 3a6 SCALE NTS 34 DETAIL -BRACE POST e 7OA RAIL SCALE. NTS 34. BRACE BAND WITH TOP RAIL STRETCHER BAR (TYP,) TWO WAY BRACE BAND WITH CARRIAGE BOLT TENSION CARRIAGE BOLT AND 14UT AND NUT (TYP,) W IRE (TYP) FABRIC SAND WITH CARRIAGE TENSION WIRE BOLT AND NUT MP-) CTEN34ON WIRE {TYP-1 FABitic BAND WITH TOP HINGE CARRIAGE BOLT STRETCHER BAR fFYP,) WRETC HER BAR I AND NUT {TYP.) TURNBUCKLE DETAIL -PULL POST (WITHIN RUN) D r SCALE: tFTS S¢_6 DETAIL -GATE POST E BOTTOM HINGE EYE BOLT SCALE: NTS ?4.G F:F�•Ff - STRETGHERBAR {TYP.) FABRIC BAND WITH DETAIL- GATE POST rF CARRIAGE BOLT AND NUT (TYP.) GCALE. N I-S 34 _ SrRETC HERSAR PEST FABRIC EYE BULT FABRIC BAND WITH CARRIAGE BOLT AND ! NUT SPACED IS, MAX_ TURNBUCKLE 2" ff I EYE NUT TENSION WIRE TYP-) I ° METHOD OF FASTENING DETAIL - PULL POST STRETCHER BAR TO POST (AT GATE) G SCALENTS POST AND RAIL SPECIFICATIONS MEMBER kl M. SIZE {$CH. 40) LD- WEIGHT ILarm END. CORNER, GATE, OR PULL PosT 2-V2" DIA. S.80 LINE OR BRACE POST 2' DIA 3.65 TOP RAIL 1AW DIA. 2.27 uN1ESS UTHERLVISE NU1Eu, URAWWCs 1swor TOSLIALE IP1131 STD. PLAN-134,70 PUBLIC WORKS POND FENCING AND GATE - POST AP° ED DEPARTMENT DETAILS GAZ 9/28/201.8 1 V, RI,ihi: rY"m M,nnr.ra DATE 2 PER COR COMMENTS DATED 6/8/20 1 PER COR COMMENTS DATED 10/31/19 NO. REVISION SURVEYED: TSL DESIGNED: DSC DC 6/10/20 DID DRAWN. DSC DG 12/2/19 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=408.00 (4") ELBOW RESTRICTOR ORIFICE 0=1.1" 2" MIN 6'= 4" MIN. 16' MAX. 0.5' w 1,50' MIN. I 8" OUTLET IE=405.50 (8") J FRAME, GRATE, & SOLID COVER MARKED "DRAIN" WITH LOCKING BOLTS. --- ELEVATION=41 1.50 VERTICAL BAR/GRATES FOR SECONDARY INLET IE=409.00 OPEN TOP EL=409.00 2'-0" MIN 8" INLET PIPE FROM POND IE=405 50 (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 WITH COVER) SEE 2009 KCRCDS FIG 7-025 AND FIG 7-026 RESTRICTOR PLATE WITH ORIFICE #1 0=0.45" EL=403.50 SAFETY HANDHOLES, STEPS, OR LADDER SECTION VIEW CB#1A, TYPE 2-48" (CONTROL STRUCTURE) SCALE: 1 "=2' 8" SHEAR GATE 12" RISER 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=409.35 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 O E 0%6R] RENTON DATUM • Planning/Building/Public Works Dept. PLAN VIEW CB#1A7 TYPE 2-48" SCALE: 1 "=2' ACCESS LID AND LADDER SECONDARY INLET PER DETAIL ON THIS SHEET O E. � OF /' 4'fO09 �O �`� C/STEF� ��� S10NA L ENG 11-3-20 • • � � 3 4-1 • O f!1 (n � w N tm � M V: i 0000N � mc: •� �d1N m m O U N °0 y R-409712 I �� IN COMPLIANCE WITH CITY OF RENTON STANDARDS L ' a 00 CO DEVELOPMENT ENGINEERING 4+ I SURFACE WATER UTILITY Nathan Janders 11/12/2020 jfarah 11/13/2020 DATE: ROAD DRAINAGE NOTES AND DETAILS FIELD6/18/19 V) m DALPAY SHORT PLAT OO DALPAY PROPERTIES LLC. PAGE: 7 DRAWING NO: 00 4033 N.E. SUNSET BOULEVARD a W RENTON, WA 98059 SHEETCIIA°F 18 A m