The URL can be used to link to this page

Home My WebLink AboutR-407218DocuSign Envelope ID: B I 6C E03A-E D99-4F 11 -S559-FES382C92B FB DocuSign Envelope ID: BEECF5B64502A-4E4A-B436-A317AA638878 V oo ON IN N 11 2 1.5" RADIUS B ( TYP) A EC]Z diD D E 0.3" BORDER (TYP.) ED§ SIGN DIMENSIONS SIGN TYPE A B C D E POST MOUNTED STREET NAME SIGN (SPEED LIMIT C40MPH) 8,> VARIES 6" 4.5" 3.5" POST MOUNTED STREET NAME SIGN (SPEED LIMIT ]40MPH) 12" VARIES 8" 6" 5" GENERAL NOTES: 1, FONT SHALL BE MUTCD D SERIES, UNLESS AN ALTERNATE MUTCD SERIES IS APPROVED BY THE CITY 2. LETTERS AND NUMERALS SHALL BE CUT FROM 3M ELECTRDCUT FILM SERIES 1170 OR APPROVED EQUAL 3. SIGN BLADE SHALL BE FLAT ALUMINUM, TREATED, 0.080 GAUGE 4. SIGN SHEETING SHALL BE 3M HIGH INTENSITY PRISMATIC OR APPROVED EQUAL 5. SIGN MOUNTING HARDWARE SHALL INCLUDE BOLTS, RIVETS SHALL NOT BE ALLOWED 6. FOR SIGN POST DETAILS, SEE CITY OF RENTON STANDARD DETAIL 129, EXCEPT MOUNTING HEIGHT SHALL BE 9'-0" COLORS LEGEND, ARROW HEAD, SEPARATION BAR - WHITE (REEL.) BACKGROUND - GREEN (REEL.) POST MOUNTED TD. PLAN- 134 + * PUBLIC WORKS STREET NAME SIGNS APPROVED: DEPARTMENT CZ 7/30/2018 DATE 4" FL.xP•E. DUCTILE PON CLASS 52 CEMENT LINED PIPE WITH COLLAR 18" FROM P.E. AS SUPPLIED BY PACIFIC WATER WORKS SUPPLY CO INC. PRIVATE CITY PIPING PIPING 12" - 4 l 7'-C TEE (MJ w FL)LON3'G CATE VALVE (FL x MS) 2,-4„ 2•-4„ E BY-PASS ASSEMBLY SHALL HE INCLUDED AS PART OF THE DETECTOR AS PART OF THE DOUBLE CHECK VALVE ASSEMBLY. TOUCH READ PIT UD SENSOR MOUNTED ON STEEL PLATE COVER THROUGH 2" DIA, DRILLED HOLE IN COVER - INSTALL EPDXY NON -SHRINK GROUT /F4' DUCTILE IRON CLASS 53 P.E.xP.E. PIPE, CEMENT LINED, LENGTH 70 FIT, r--DEADMAN BLOCK REQUIRED TO BUILDING CONCRETE BLOCKING L 12• ALL AROUND IN GATE VALVE (MJ) WITH INDICATOR POST, INDICATOR POST VALVE SAME SIZE AS DOUBLE CHECK VALVE, PAINTED RED. 4" FLANGED COUPLING ADAPTER EQUAL TO ROMAC, ALL DETECTOR DOUBLE CHECK VALVE ASSEMBLIES SHALL INCLUDE RESILIENT SEATED SHUTOFF DOUBLE CHECK VALVE ASSEMBLY INCLUDES TWO VALVES AND TEST COCKS AND CAPS. AND RESILIENT SEATED SHUTOFF VALVES. APPROVED CROSS --CONNECTION CONTROL ASSEMBLIES PER D.S.H.S. LATEST APPROVED LIST. PLAN TOUCH READ PIT LID SENSOR U UPRECAST CONCRETE VAULT WITH 2 - 3'x3' HINGED MOUNTED ON STEEL PLATE STEEL PLATE COVER. DIMENSION 4'-B' x 7'-W x 7'-0" COVER THROUGH 2" DIA, UTILITY VAULT CO. 577-LA OR EQUAL. GALVAN12E6 DRILLED HOLE IN COVER. CSTEEL LADDER 48" INSTALL EPDXY NON -SHRINK GROUT (TYP.) 7'-0" 12" - �12„ 2•- I • CONCRETE SUPPORT PADS OR ADJUSTABLE PIPE SUPPORTS. ELEVATION NOTE: 6" MR. DRAIN TO DAYLIGHT OR STORM DRAIN SYSTEM INSTALL GALVANIZED LADDER FOR ACCESS AFTER FIELD INSTALLATION, MAIN DDCVA AND BY-PASS COMPACTED FOUNDATION DCVA MUST BE TESTED SATISFACTORILY BY A DEPT. OF GRAVEL HEALTH CERTIFIED BACKFLOW ASSEMBLY TCSTER- TEST REPORT TO BE SUBMITTED TO CITY OF RENTON WATER UTILITY ENGINEERING DEPT. PRIOR TO ACTIVATION OF NEW LINE. INSTALL Ya FLARE TEST COCKS WITH Yi' FLARE CAPS. PUBLIC WORKS 4" DDCV ASSEMBLY WITHOUTSTD. PLAN - 360.3 DEPARTMENT STANDPIPE OUTSIDE INSTALLATION MARCH 2O10 Encompass, ENGINEERING & SURVEYING Western Washington Division 165 NE Juniper Street, Suite 201 - IssaQuah, WA 98027 - Phone: (425) 392-0250 - Fax: (425) 391-3055 Eastern Washington Division 407 Swiftwater Blvd. ■ Cle Elum, WA 98922 ■ Phone: (509) 674-7433 ■ Fax. • (509) 674-7419 4:0 NO PARKING ANY TIME 7 PF MUTCD SIGN R8-3 (MODIFIES) NPAT = NO PARKING ANYTIME *ORIENT NO PARKING SIGN AT 45 DEGREES FROM STREET NOTE: NO PARKING SIGN TO BE BANDED TO STREET LIGHT POLE (WHERE APPLICABLE); 100' SEPARATION BETWEEN SIGNS USE DOUBLE ARROW NO PARKING SIGN AT ALL LOCATION EXCEPT ON STOP SIGN. USE RIGHT ARROW ONLY NEAR STOP SIGN. TYPE'A' TYPE 'B, 1" 0 45' CHAMFER ALL AROUND TOP PAINT TOP 9" WHITE ALL AROUND REFLECTIVE MARKER (TYPICAL BCTH SIDES) 7-1/2" X 7-1/2" 1" DEEP NOTCH ALL AROUND PRESSURE TREATED CEDAR POST 1/2" 0 45' CHAMFER ALL EDGES 2•' (2)M4 HORIZ. TOP k BOTTOM I GALVANIZED STEEL HASP FOR LOCK & (2)#4 VERTICAL (PER SIDE) 2 x6" STEEL HINGE WELDED TO 9-1/4"0-1/4" STEEL DOOR WITH 3/4" RADIUS ON 2 OPEN CORNERS ' ND PLATE SPACER. 1/4" GALVANIZED STEEL PLATE SPACER 1/4" CHAMFER Ir��2"0/8" 1/2" DIA. z 2" ANCHOR BOLT, WELDED TO SPACER JOINT MATERIAL CRUSHED SURFACING 8-1/4" 12" N0TE: 2" MINIMUM CLEARANCE BETWEEN REBAR & CONCRETE SURFACE. REMOVABLE WOODEN BOLLARD ADOPTED CITY OF RENTON « . 3TAN11AIiD PId173 •T BST DATE: 04/04 -..•--•�.. �. .--- - nWG NaLIC• Nn91 VP PA(:F- H(171 4' CRUSHED SURFACING TOP COURSE(CSTC) PER V1ODOT STD, SPEC 9.03.0(3) 1T QUARRY SPALLS PER WSDOT STD SPEC 9.13.115) GRAVEL ROAD OPTION WOVEN GEOTEXTILE FABRIC FOR SEPARATION PER TABLE 3 FROM WSOOTSTD SPEC9,3320) ASPHALT ROAD OPTION 4' HOT MIX j-ASPHALT (UMIA) NI[ rms.. 1. ACCESS ROADS SMALL BE LOCATED IN THE STORMWATER TRACT OR PUBLIC RIGHT-6F•WAY AND SMALL BE CONINEC TED TO AN IMPROVED PUBU C RIGHT-OF-WAY. 2. MAINTENANCE ACCESS RDAD(S) SHALL BE PWOVIDED TO THE CONTROL STRUCTURE AND OTHER DRAINAGE STRUCTURES ASSOCIATED WITH THE POND (E.G.. INLET, EMERGENCY OVERFLOW. OR BYPASS STRUCTURES)- MANHOLE AND CATCH BASIN LIDS MUST BE IN OR AT THE EDGE OF THE ACCESS ROAD AND AT LEAST THREE FEET FROM A PROPERTY LINE RIMS SHALL BE SET AT THE ACCESS ROAD GRADE. 3, AN ACCESS RAMP IS REQUIRED FOR REMOVAL OF SEDIMENT WITH A TRACKHOE AND TRUCK. THE RAMP MUST EXTEND TO THE POND BOTTOM IF THE POND BOTTOM IS GREATER THAN 1.500 SQUARE FEET {MEASURED WITHOUT THE RAMP) AND IT MAY END AT AN ELEVATION 4 FEET ABOVE ND THE POBOTTOM IF THE POND BOTTOM IS LESS THAN 1 500 SQUARE FEET (MEASURED WITHOUT THE RAMP). PROVIDED THE POND SLOPES ARE 3H 1V OR FLATTER. 4, THE INTERNAL BERM OF A WETPOND OR COMBINED DETENT10H ANO WET POND MAY BE USED FOR ACCESS IF IT IS NO MORE THAN 4 FEET ABOVE THE F IRST WETPOOL CELL, IF THE FIRST WE TPODL CELL IS LESS THAN 1.5 ER SOU ARE FEET {BOTTOM AREA MEASURED WITHOUT THE RAMP I. AND IF IT IS DESIGNED TO SUPPORT A LOADED TRUCK. CONSIDERING THE BERM IS NORMALLY SUBMERGED AND SATURATED 5. ACCESS SHALL BE LIMITED BY A DOUBLE -POSTED GATE IF A FENCE IS REQUIRED, OR BY BOLLARDS BOLLARDS SHALL BE DESIGNED IN ACCORDANCE WITM THE CITY OF RENTON STANDARD PLANS 6. ACCESS ROADS AND RAMPS SHALL MEET THE FOLLOWING DESIGN CRITERIA: 6.I, MAXIM LIM GRADE SHALL BE IS% FOR ASPHALT PAVING AND 129E FOR GRAVEL. 6.2. DUTSIDE TURNING RADIUS SHALL BE 40 FEET MINIMUM 6.3. FENCE GATES SMALL BE LOCATED ONLY ON STRAIGHT SECTIONS OF ROAD. 6.4. ACCESS ROADS AND RAMPS SHALL BE 15 FEET IN WIDTH ON CURVES AND 12 FEET ON STRAAKT SECTIONS. 6.6. A PAVED APRON SHALL BE PROVIDED WHERE ACCESS ROADS AND RAMPS CONNECT TO PAVED PUBLIC ROADWAYS THE APRON SHALL BE CONSISTENT WITH DRIVEWAY DETAILS IN THE CRY OF RENTON STANDA RD PLANS. SEE CONSTRUCTION PLAN S FOR SPEC I FIG PROJECT REQUIREMENTS. 7. ACCESS ROADS AND RAMPS 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 RECKAREMENTS. r CRUSHED SURFACING BASE COURSE (C59C PER WSDOTSTD SPEC 9.03.9(31 UNLES$ OTHE AWISE NOTE h, DRAWING IS Not Ia$C U INTSI APPROVED. STD. PLAN - 234.50 • PU6DEPARTMENT WORKACCE55 ROAD AND RAMP GAZ 9/28/2018 I DATE OyD. W N, � e a 3 374 �� sT j SSIONAL T'1`� 03/19/2021 SURVEYED: SDM SCALE: N. T. S VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M DESIGNED: EDM DRAWN: TLK ONE INCH 1 AS—BUILTS EDM 03/19121 SDM CHECKED: EDM AT FULL SCALE I SCALE ACCORDINGLY NO. REVISION BY DATE APPR APPROVED: NEM : 4 S CIF Know what's below. Call before you dig. CITY OF V`R] RENTON - Planning/Building/Public Works Dept. IN COMPLIANCE WITH CITY OF RENTON STANDARDS SAPPHIRE ON TALBOT CONSTRUCTION DETAILS ogs NO Ln QO O ((��I 0 Q J LLJ_ DATE:03/ 1912021 = FIELDBOOK: N/A PAGE: NIA CL DRAWING NO: 18615 U-) SHEET: OF: 1 19 R-407218