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HomeMy WebLinkAboutzT-4054f. DRS PROJECT NO. 16041 T T C) C) T) V J A�J VMJ W T C) C) C) T I J W, .O O O O T r n W Q U) rr Q r) W U Q J n rr 0 0 Z 0 Z Q J Z W W rr 0 qqt L J C) 1 N I O rr Cl) 0 z J 2 0 2 w 1- 1— Cl) rr a 0 W C) i 11WII:1T i ID':5D30BA1A-204D-48E8-BB23-8A2834BB565E a L7 s . AL.: !A UM L 4 AIRF: AND POLE RELATED. PARTS SHALL. BE FACTORY PRIMED AND POWDER COATED. FINISH COLM. RAT. 9005TX "JET BLACK" PRESTIGE SERIES (CY17T4) LED POST -TOP LUMINAIRE (WATTAGE PER PLANS, 4;000K CCT, 120-277V UNIVERSAL DRIVER; WITH VS3AR RIDDED ACRYLIC LENS) BY GYL'LCINE. (DR APPROVED NUAL), DRIVER SHALL BE. INTEGRAL T€1 THE FIXTURE. TERMINAL BLOCK LOCATED N THE FIXTURE STRFFT LIGHT STANDARD ITEf'X NUMBERING PER. STD PLAN 121. 2" CONDUIT ON STATED OTHER+ PLANS. ANCHOR. BOLT 2' CONDUIT UNLESS STATED OT.NERMSE ON PLANS d" FOINIIAT14N4 CAP` ` 3/4" UHAMFER (TYP'.,) (4) OVAL SLL,?TS /11, BASE PLATE DETAIL - #5 BARS, VENILY.SPACED ato Comma 4. FOUNDATION OTT UR_ :{DIA PER. ASE PLATE DETAIL, - HIS SriEE:.T)` ,4 HOOPS 8' T2 FOUNDATION SECTION =JIND POLE TO F— FOUNDATION EXTEND THE CONDUIT It 1 11 1 LM 5^ MIN: BEYOND FOUNDATION OR THE' CONTROLLED DENSITY BACkEILL 14'-0" FLUTED 'SHAPE, 5" DIAMETER r~ #4 HOOPS 0 12"- STRAIGHT -ALUMINUM POLE w a (PD15-t4-8D46-RAL9095TX-TN43) 8 - #5 BARS, -m BY CYCLONE (OR APPROVED ECUAL) EVENLYSPACEDa o. - 2 1/2° CLR' J n INSTALL GROUT. U' PROVIDE 1/2" DIA. DRAIN 3" MIN. BOLT a a .. TUBE THROUGH GROUT. —+�, PROJECTION W S14" CHAMFER 24° 6" HIGH FOUNDATION CAP ` FOUNDATION QFTAII_ - r 719" DIA ,� t � ', • # � r `�".' t '?' I/�. STEEL ?(fili= 2"x5" HANOHDLE + . f .. .... .NOLi CIRCLE' ; # PER BASE PL&'IE DECORATIVE ALUMINUM C.Atr4IT"11 DETAIL, Tq.S S HEE'1 BASE COVER 8D46 BY CYCLONE ANCHOR BOLT TEMPLATE DETAIL (OR APPROVED EOUALI'.. VILE BASE aETAIL 10 F %ONDATION POLE BASE PERDETAIL THIS ANCHOR BOLT, 4 "IDTAL. SHEET". 3/4";DIA (TYP), - 16' DIAMETER- BASE COVER 3/4":REX NUTS, STEEL (6 REO'D PER ANCHOR BOLT), FLAT WASHERS (6 REVD PER ANCHOR BOLT,) �'r 'r'•" ANCHOR BOLT ASSEMBLY DETAIL. FOUNTHIS DAVONPER DETAILS, FOUNDATION DETAILS POLE ELEVATION NOTE SONATUBE SHALL NOT BE ALLOWED FOR FOUNDATION CONSTRUC-90N NEIGHBORHOOD STREET STD. PLAN - 116-1 + PUBLIC WORKS PEDESTRIAN LUMINAIRE ROVED: DEPARTMENT FIXTURE AND POLE DETAILS GAZ 3/13/'2019 I DATE Dacu9ign Enyelope ID: 5D308AIA-204ID-48E&BB23-8A2 .BB565E POLE PAD JUNCTION BOX LMINAIRE CONCRETE SIDE VIEW LUMINAIRE CONCRETE PA[ DETAIL GENERAL NOTE 1, LUWNARE CONCRETE PAD SHALL BE USED IN AREAS OUTSIDE OF SIDEWALK: 2. CONCRETE CLASS FOR LVMINA:RE CONGRETE PAD 3TIAIL. BE PER STD PLAN 135 3. TRP OF 141MIN.AIRE FOUNDATION ELEVATION SHALL BE LOCATED AT BOTTOM OF LUMINAIRE QQNC(tETE P•AD ELEVATION: OR BOTTOM OF SIDEWALK ELEVATION 4. LUMINAIRE POLE AND JUNCTION, BOX TYPE PER PLAN 5: LUMINAIRECONi RETE PAD ACCONMIODATES TYPE T AND TYPE 2 JUNCTION BOXES ONLY Pul ILIC 'WORKS DEPARTMENT fl Call 2 Working Days Before You Dig all tilities Underground Location Cente (ID,MT,ND,OR,WA) I-UMINAIRE POLE 11 NOTION BOX CONCRETE SIDEWALK PLAN AEW PER STD PLAN T02 UMIN:ATRE POLE CONCRETE SIDEWALK: PER STD PLAN 102 _ I JUNCTION BOX LUMINAIRE QONCRETE'. FOUNRATION; SIDE VIEW LUMINAIRE WITH SIDEWALK.RETAIL 16} asaa. . CONCRETE PAD -0 JUI'ICTION eo* PLAN VIEW 4. 'CONCRETE Pr10 JUNCTION 'BOX SIDE w9EW INDIVIDUAL JUNCTION BOX PAD DETAIL LUMINAIRE CONCRETE PADISIDEWALK AND STD. PLAN' --- 120 JUNCTION 80.7E CONCRETEPAD r�cnn;,,,,„f oF WAS IVD�?THWE�T TRA FF/C EX PER TS 11410 NE 124th St., #590, Kirkland, WA 98034 FS /oninLR��'G\ Phone:425.522.4118 Fax:425.522.4311 5— -- INSTALL DECAL NLWERS VERTICALLY, INSTALL IN DRY WEATHER, 50° F OR ABOVE 1 NUMBERING 2 EXAMPLES 3 C — - LED TYPE 5 6 7 \PITRAMH WATTAGE F— L LaJ .l LED i Li CD PLAN VIEW II FOR STD PLAN 117.1 (77 FOR STD PLAN 116.1,117.2,117A 4 TO 2" €38" I 00 N N DECAL: REFLECTOREMD GOTHIC GOLD OR WHITE LEGEND ON BLACK BACKGROUND E, U!� #r, PUBLIC WORKS STREET LIGHT STANDARC) DECAL NUMBERING SYSTEM STD. PLAN- 121 PROV DEPARTMENT m FUSE KITS QUICK REFER TO WSDOT LOCKING. DISCONNECT 10 AMP IN LINE LID STANDARD DUTY FUSE KITS S:E.C. OR EQUAL - JUNCTION BOIL TYPES I & 2 STANDARD' PLAN J-40.10 GROUND LUG SPLICE KITS CLEAR EPDXY SPLICE KITS ON ALL THRU WIRE RUNS—\ CONCRETE PAD OR SIDEWALK PER STD PLAN 120 2e(MIN) .'COVER' #8 BARE COPPER GROUND WIRE GROUND ll II CLAMP 1 II II 1 -#8 EQUIPMENT GROUND» PVC CONDUIT, II Il WIREW/GREEN INSULATION FROM SERVICE CABINET 2 - LIGHTING SYSTEM 5/8"x8' COPPER CLAD WIRES TO CONTACTOR GROUND ROD (SIZED AS REQ'D,) LUMINAIRE GREEN INSULATED WIRE' FIXTURE GROUND LUG CONCRETE FOUNDATION NOTES: 1, THIS DETAIL DEPICTS THE BASIC LUMINAIRE ELECTRICAL WIRING ITEM. ,ADDITIONAL ELECTRICAL EQUIPMENT MAY VARY. 2. MINIMUM GROUND WIRE SIZE SHALL BE #8; AS SHOWN ABOVE IF CURRENT CARRYING CONDUCTORS ARE LARGER THAN #8, THE MINIMUM GROUND WIRE SIZE SHALL MATCH THE LARGEST "WIRE SIZE OF THE CURRENT CARRYING CONDUCTORS: 1 EQUIPMENT GROUND WIRE & BARE WIRE SHALL BE SECURELY FASTENED TO THE GROUND LUG INSIDE THE POLE HANDHOLE ALL BONDING & GROUNDING CONNECTIONS SHALL REMAIN ACCESSIBLE FOR INSPECTION AND MAINTENANCE. 4- IF THE: FIIETU E MANUFACTURER HAS MADE PROVISIONS FOR THE ATTACHMENT OF .A GROUND WIDE, A GREEN INSULATED WIRE OF THE SAME SIZE. SHALL RUN FROM THE FIXTURE TO THE GROUND LUG INSIDE THE POLE HANDHOLE. IF THE FIXTORE MANUFACTURER HAS A GROUND LUG A #8 GREEN INSULATED WIRE SHALL BE RUN FROM THE FIXTURE GROUND LUG TO THE POLE GROUND LUI. PUBLC WOO ' DEPARTMENT LUMINAIRE' ELECTRICAL WIRING -SYSTEM STD. PLAN - 119 OVER: DATE SURVEYED: DESIGNED:VJG 2 COR REDLINES VJG 5/8/19 LDH DRAWN: VJG 1 COR REDLINES VJG 3/15/19 LDH CHECKEDLDH N0. REVISION BY DATE APPR APPROVED: LDH DowSign Envelope ID _ I SHIM TO PLUMB /SHIM LO PLCIM6 SEE' NOTE 3 i J ,e-».SE€ NOTE O TRANSPORTATION NOTESroom W01wS STD PLAN 135 DEPARTMENT A � F�I)VED; 3,45/2019' 1 4 A� DATE:. NSETES 1. y111 FQNDAIQy hnQ T<, P9(_.,TGiMNfALL UEA4.Ef �0µg7R0 vNI`LV54WIbt4 sWdtaX jW11WMPL%WERE kA9i..OUTT3RTOAM4, 9' ,L.MN 1i€ .F7),II F{ElA (3Y A C€SFPETE CONTRACTOR AND 54ALL MEET THE. RE6SNREMEtiTS OF SEE'i1N 3-i4F 53 +t1 '(FIE I T S'TANOARTY 8P€55&'11605. 9. PAU MOU04.DESI N 16 iPPlI 1 PLACE A. 50CtiN€ SE4 akf*EN Tht, FSONRANO AND tMAtT. 45 ANCH95 QIT5 0o -Tklm SPACING -P. B€ 5UPP£I F :RY' trNT' MANUPACTUREB AND WWIYIED Tb THE. ENE`r ift , FOO APPEtOV ,U, ft. GCiNRUTT ?S1FES, QUANTt7g95 FOR. $:E CON.TROLLER` pN6 CQNTAfT.QR CADINET5 SHALL. BE INSTALLER PER. THE Ce,'gMACT PLANS, PUTS ONE 2` SPAIM CAPAED EL T?Aa7 114F P,OUNIJATIM. 5'. CO'N' 9T5 CLASS 3xE'k BTO.PLAN 1:Y5_ 7. 2' CONDUIT MALL BE RILACED FROM 7143 GCMBINED SB"ONTAGTOR TO TH;f 6®NYROL-EA £PBt1E 6. SACH OA8 NE:e SHALL. HN& -A N' OtAU51ER PLASTIZ IWAIN PIPE. 4 LOCATE C®WnUIT'S CENTRALL-T" NRWN THE CABINETS. I %- ViEN ALL THRcE CAPINE7S, ARC TO BE..INSTALUX) NO SPATE, ALLOWS„ A.COV6W0 FOUNDAT04 SHALL 5E UNED- 11, MUER 941ASSHALL NOT 'BE"115Efii' IZ GRMXDONC SYik— BE KR WMQT.STANDYARD PLAN J-'DD,DS, SHEET 3. I 1 H`wPS AEON Tt ':IsuMIS EDUA2L 15PACE5j'--. ,SEE. NOTE 3- � WN FRbNT.yi�W -_ ,3 R0w4RCwG 61iW'. {EODAL SPACESD . -- S/'B'" DIAMETER PLASTIC DRAIN (ONE PER CABINET:). SEE M(ltE SEE NOTE 7 3VV `DIAMETER PCP.SUC CN2.51Nj S'EE NOTE 5 _ 4 r?�• HIXi179N"fAL v •I' COL€B1NFD'. F0UNT3A710Ni REINF BAR DIAGRAIM i OEOES lf #4 I' l �Qb P.E"zin" >}A SCALE: 1 "= 40' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M C TY OF RENTON Planning/Building/Public Works Dept. T-405406 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING 00416 bbannwarth 07/01 /2019 ul TRANSPORTATION OPERATION cbarnes 07/09/2019 CEDARS AT THE HIGHLANDS DATE:1-16-19 14120 160TH AVENUE SE PAGE: OOK:— AGE: RENTON, WASHINGTON DRAWING NO: I L2 ILLUMINATION PLAN SHEEP: 2 OF: 1— a J I Er 0 Cl) 0 z_ 0 z a J z W w ar 0 C/) 0 z J 2 W Q U) rr Q 0 W U 142305- FUTURI BY 142305- FUTURE BY 142305-� FUTURE BY 142305-9( FUTURE BY 1423C GENERAL NOTES ELECTRICAL CON TRA C TOR TO CONTACT CITY CONSTRUCTION INSPECTOR FOR INSPECTION OF POLE FOUNDATIONS, BASE BOLTS, AND CABINET FOUNDA TION. CON TRA C TOR TO CONTACT CITY ELECTRICAL INSPECTOR FOR UNDERGROIUND/ROUGH-IN INSPECTION. CON TRA C TOR TO CONTACT TRANSPOR TA TION MAINTENANCE MANAGER FOR STREET LIGHTING COMPLIANCE TO STANDARDS INSPECTION PRIOR TO ENERGIZING. FOLLOWING THE TRANSPORTATION MAINTENANCE INSPECTION, THE CON TRA C TOR SHOULD CONTACT THE CITY ELECTRICAL I NSPEC TOR FOR SERVICE INSPECTION. FOLLOWING THE SERVICE INSPECTION FROM THE CITY ELECTRICAL I NSPEC TOR, ELECTRICAL CON TRA C TOR SHOULD SUBMIT A PPL I CA TION TO PSE TO ENERGIZE THE STREET LIGHTING. ELECTRICAL CON TRA C TOR SHOULD CONTACT THE CITY ELECTRICAL INSPECTOR FOR FINAL INSPECTION AFTER STREET LIGHTING HAS BEEN ENERGIZED. Call 2 Working Days Before You Dig all Utilities Underground Location Cente (ID,MT,ND,OR,WA) A 1, �F WA-7' NoR TH WES T pr TPA FF/C EX)=ER Ts � � 30251 11410 NE 124th St., #590, Kirkland, WA 98034 Fs TONAL ANAL Phone:425,522.4118 Fax:425,522.4311 NO. LEGEN D LED PEDESTRIAN LUMINAIRE AND DECORATIVE POLE ROADWAY LUMINAIRE - - - - - PVC CONDUIT (SEE WIRING SCHEDULE) ® TYPE 1 JUNCTION BOX WITH CONCRETE PAD ® SERVICE CABINET AWIRE NOTE O CONSTRUCTION NOTE REVISION SURVEYED: DESIGNED: VJG JG 5/8/19 DRAWN: VJ G J G 3/15/19 LDH CHECKED: LDH BY DATE APPR APPROVED: LDH CONSTRUCTION NOTES OINSTALL NEIGHBORHOOD STREET PEDESTRIAN LUMINAIRE FIXTURE AND POLE PER STANDARD PLAN 716. 1, CONCRETE FOUNDATION, AND ASSOCIATED JUNCTION BOX PER DETAILS ON SHEET 2 AND 3, AND LUMINAIRE POLE SCHEDULE. INSTALL ELECTRICAL SERVICE CABINET # XXX PER DETAILS ON SHEET O 3, LOCATED ON 160TH AVE SE AT APPROXIMATE STATION 22+71, 22.0' RT COORDINATE WITH C.O.R. ERI C CU TSHALL, TRANSPOR TA TION MAINTENANCE MANAGER 425-430-7423 FOR SERVICE INSPECTION. W CONNECTION TO BE MADE BY THE CON TRA C TOR AFTER INSPECTION. Qj LABEL STREET FACING SIDE OF CONTACTOR CABINET WITH ADDRESS LOCATION FOLLOWING COR STD. PLN. 122.1. D INSTALL TYPE 1 JUNCTION BOX WITH CONCRETE PAD PERFOLLOWING COR STD. PLN. 120. WIRING SCHEDULE CONDUIT RUN 0 CONDUIT SIZE CONDUCTORS NOTES 1 2.0 PVC SCHEDULE 40 2-#8, 1-#8 GREEN 2 2.0" PVC (SCHEDULE 40) 2-#8, 1-#8 GREEN 3-#14 PHOTOCELL 3 2.0" PVC (SCHEDULE 80) 2-#8, 1-#8 GREEN 4 2.0" PVC (SCHEDULE 40) PSE POWER 5 2.0" PVC (SCHEDULE 40) PULL STRING LUMINAIRE SCHEDULE LUM. N0. POLE ID. NO. CIRCUIT NO. LOCATION GPS COORDINATES OFFSET (FEET) LED LAMP WATTAGE MAST ARM (FEET) MOUNTING HGT. (FT.) STANDARD PLAN # 1 5047A44 A 160TH AVE SE 21 +75 21.0' RT 44 NA 14' 116.1 2 5048A44 A 160TH AVE SE 22+84 21.0' RT 44 NA 14' 116.1 3 5049A44 A 160TH AVE SE 23+94 21.0' RT 44 NA 14' 116.1 4 505OA44 A ROAD A 10+79 17.5' RT 44 NA 14' 116.1 5 5051 A44 A ROAD A 11 +38 17.5' LT 44 NA 14' 116.1 6 5052A44 A ROAD A 11 +93 17.5' RT 44 NA 14' 116.1 7 5053A44 A ROAD A 12+50 17.5' LT 44 NA 14' 116.1 8 5054A44 A ROAD A 13+04 17.5' RT 44 NA 14' 116.1 9 5055A44 A ROAD A 13+57 17.5' LT 44 NA 14' 116.1 10 5056A44 A ROAD A 13+99 17.5' RT 44 NA 14' 116.1 11 5057A44 A ROAD A 14+86 45.6' RT 44 NA 14' 116.1 12 5058A44 A ROAD A 14+92 47.0' LT 44 NA 14' 116.1 13 5059A44 A ROAD A 15+55 15.2' LT 44 NA 14' 116.1 NOTES: POLE ID NOS. ARE TO BE PROVIDED BY THE CITY AT TIME OF CONSTRUCTION. 40 0 40 80 scale feet SCALE: VERTICAL: NAVD 1988 1 »_ 40 HORIZONTAL: NAD 1983/1991 ONE INCH DATU M AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY GPS COORDINATES SHALL BE PROVIDED IN THE AS BUILT PLANS CITY OF RENTON Planning/Building/Public Works Dept. T-405405 IN COMPLIANCE WITH CITY OF RENTON STANDARDS F MENT ENGINEERINGarth 07/01/2019 TRANSPORTATION OPERATION cbarnes 07/09/2019 CEDARS AT THE HIGHLANDS 14120 160TH AVENUE SE RENTON, WASHINGTON ILLUMINATION PLAN 16-19 FIELDBOOK: - PAGE: - DRAWING NO: IL1 SHEET: 1 OF: Z C%) 0 z a J 2 2 W a C/) Q LU U 0 0 z 17 -17 J LU 17 rr Q 0 LU U 01 DOUBLE YELLOW CENTER LINES f • • a f • • • • • 0 • • • • • • • • I,. • • f • �74" •••••-r3' YELLOW TYPE 1 30.LINE MARKERS 4" YELLOW TYPE 2d LINE MARKERS (REEL.) SINGLE SKIP YELLOW CENTER LINES �:9 '• �— 15'--� � 3't- • • • 4" YELLOW TYPE 1 4" YELLOW TYPE LINE MARKERS LINE MARKERS (REEL.) TWO—WAY LEFT TURN LANES • ® • • • • • • • . . • • • • • • e�L .. 1 T 1 4 f —•9'•—t— 15' --1 • -�3'� • • • e�� tz' 4" YELLOW TYPE 2d LINE MARKERS (REFL.) 14" YELLOW TYPE 1 LINE MARKERS APPROACH LINES 3 _!Il<dIt! :S::!iETa• 4" WHITE TYPE 1 za LINE MARKERS 4" WHITE TYPE 2e LINE MARKERS (REEL.) SKIP APPROACH LINES fi fi fi i 3' 4" WHITE TYPE 1�.- 4" WHITE TYPE \2e LINE MARKERS LINE MARKERS (REEL.) LANE LINES t 4" —•9'•—t— 15' —1 i -1 1 33 • • • 4" WHITE TYPE 1 4" WHITE TYPE 2e LINE MARKERS LINE MARKERS (REEL.) 2—WAY LEFT TURN ARROW SPACING SPEED LIMIT 25 MPH - - - - - 200' O.C. SPEED LIMIT 30-35 MPH -- 250' O.C. SPEED LIMIT 40-45 MPH -- 300' O.C. LEFT AND RIGHT TURN ARROW SPACING APPROACH LINE LENGTH ARROW LOCATIONS OR 20'-50' 1 ARROW (20' BACK FROM CROSSWALK OR STOP BAR) 50'-125' 2 ARROWS (20' BACK & END OF APPROACH LINE) 125-300' 3 ARROWS (20' BACK, MIDWAY & END OF LINE) OVER 300' ARROWS AT 100' INTERVALS RAISED PAVEMENT MARKER (RPM) TYPES RPM TYPE 2 RAISED FACE COLORS RPM COLOR TYPE 2a WHITE AND RED TYPE 2b SEE COR STD WATER PLANS TYPE 2c YELLOW AND RED TYPE 2d YELLOW AND YELLOW TYPE 2e WHITE - ONE SIDE ONLY TYPE 2f YELLOW - ONE SIDE ONLY RPM SIZES RPM WIDTH/DIAMETER HEIGHT TYPE 1 f 4" f 0.7" TYPE 2 t4" NOTE: RPM MATERIAL SPECIFICATIONS SHALL BE PER WSDOT STANDARD SPECIFICATIONS SECTION 9-21 RAISED PAVEMENT MARKERS (RPM) PUBLIC WORKS CHANNELIZATION MARKERS DETAIL SM. PUN_ 109 ,o A DEPARTMENT Gre Zimmerman DATE CURB LANE 111 LAN E ,,--CONCRETE LINE GUTTER LANE LAN E CENTER CENTER IN I LANE LANE _ 24" (TYP.) LAN E LINE CURB LANE 10' 8"(TYP.)-STRIPE 8"(TYP.)-OPEN -+•i-r+- 8"(TYP.)-STRIPE ,1'1 _ -TIRE J TIRE J -TIRE TIRE TRACKS TRACKS TRACKS TRACK * TYPICAL 4—LANE ROADWAY CONFIGURATION * NOTE: FOR ROADWAYS WITH MORE OR LESS LANES, THE SAME CONFIGURATION APPLIES. KEEPING THE THERMOPLASTIC/PAINTED BARS CENTERED ON THE LANE LINES AND IN THE CENTER OF TRAVELLED PORTION OF THE LANE TO MINIMIZE THE WEAR ON THE THERMOPLASTIC/PAINT. n1� PUBLIC WORKS MVo� DEPARTMENT Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) THERMOPLASTIC/PAINTED CROSSWALK ti. PIE�IS 0,C wasl�t ' C 53232' �SSIONAL b�p•lg SE 1/4 SECTION 14, TOWNSHIP 23 N, RANGE 5 E, W.M. CEDARS A T THE HIGHLANDS SIGN /NSTALLA T/ON SIGN NORTHING FASTING STOP SIGN 176327.2794 1320552.0292 NPAT #1 176323.9876 1320652.2731 NPA T #2 176342. 6214 1 J21027. 8825 NO TES: 1. CITY TO APPROVE SHOP DRAWINGS FOR ALL SIGNAGE PRIOR TO FABRICATION. 2. ALL STREET SIGNS TO BE FABRICATED PER CITY OF RENTON STANDARD PLANS. J. NO PARKING IS PERMITTED WITHIN CUL-DE-SAC. "NO PARKING" SIGNS SHALL BE INSTALLED ALONG THE PERIMETER. 1 CITY COMMENTS 02.19.19 DRD 104.11.19 YLP SURVEYED: D.R. STRONG JGR 1 CITY COMMENTS 05.03.19 CYW 06.20.19 YLP —DESIGNED: E CONSUL TING ENGINEERS ENGINEERS PLANNERS SURVEYORS DRAWN: GLB ,1))1]) 620 - 7th AVENUE KIRKLAND, WA 98033 CHECKED: O 425.827.3063 F 425.827.2423 Y� N0. REVISION BY DATE APPR APPROVED SCALE: AS NOTED ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY 12" VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM MUTCD SIGN R8-3 (MODIFIED) 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 LOCATIONS EXCEPT ON STOP SIGN. USE RIGHT ARROW ONLY NEAR STOP SIGN. NORTH GRAPHIC SCALE 0 20' 40' 80' 1 INCH = 40 FT. 0% P"RI C TY OF RENTON Planning/Building/Public Works Dept. 420 T-405404_ IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING bbannwarth 07/01 /2019 TRANSPORTATION OPERATION 7 cbarnes 07/10/2019 %104 CEDARS AT THE HIGHLANDS CHANNELIZATION AND SIGNAGE PLAN PAGE: 01.29.19 14120160TH AVENUE SE C27 RENTON, WASHINGTON 98059 SHEET OF: 27 28 DRS PROJECT NO. 16041 T T C) C) C) 3% W, �O C) C) I T n V J 0 z a J LU a Cn LU U 0 0 Z a J 2 w 2 I- VJ rr Q 0 U.-1 U R. CE OF CURB - 6 12'_ y6 12' 1' 12• R 1' R. 124 I P TOP OF •� 12'R. ROADWAY t / r �T 1 .6 CEMENT CONCRETE TRAFFIC CURB AND GUTTER FACE OF ADJACENT CURB 6 10� FLUSH WITH GUTTER PAN AT SIDEWALK RAMP ENTRANCE 2 1:24 TOP OF 112' R_ ROADWAY 1 f DEPRESSED CURB SECTION AT SIDEWALK RAMPS PREMOLDED JOINT FILLER E FULL -DEPTH EXPANSION JOINT 6" CEMENT CONCRETE 12' R. 1• R. SIDEWALK RAMP VARIES OR LANDING FROM i 6'TO0 1 6' f 3l8' PREMOLDED JOINT FILLER CEMENT CONCRETE PEDESTRIAN CURB AT SIDEWALK RAMPS AND LANDINGS FACE OF ADJACENT CURB 6 1/2' ' SEE DEPRESSED CURB DETAIL THIS SHEET 1:24 TOP OF I 1' 12' R. ROADWAY 2' 1 1- 1 - -- L t DEPRESSED CURB SECTION AT RESIDENTIAL DRIVEWAYS ONLY. FOR COMMERCIAL DRIVEWAYS SEE STD PLAN 104.2 FACE OF CURB FACE OF ADJACENT CURB GUTTER SURFACE 6 12- 5 12' 1" 12' R. 1" R. 1 1 • � TOP of ROADWAY f / r 81M" ' CEMENT CONCRETE TRAFFIC CURB DEPRESSED CURB DETAIL AT RESIDENTIAL OR COMMERCIAL DRIVEWAYS, AND ALLEYS GENERAL NOTES: 1. See standard plans 102 and 101.1 for curb expansion and contraction joint spacing. 2. Expansion joint shall be full depth, 3/8" (in.) premolded joint filler. 3. For Depressed Monolithic Driveway Curb 3 Gutter Section. see Standard Plan 104.2 a® PUBLIC WORKS STD. PLAN - 201 DEPARTMENT CEMENT CONCRETE CURBS.'rR Ito RAISED EDGE DETAIL V-01 6 SIDEWALK LEVEL ,.I t� EXTEND SIDEWALK TRANSVERSE 1' • D' 1' • P 310' (IN) PREMOLDED JOINT FILLER VT ON) R I JOINTS TO INCLUDE RAISED EDGE TYPICAL WHERE APPLICABLE ROU DING 2,0% 11rr (IN) R. (PI FOR CURB DETAILS � •� • • , Y 1 )t 1.3% _ SEE STO P71, XISTING ROADWAY • 1'QMR :►•�`; _.,tpEi '•,J - - - { USHED ROCI(BAS SEE RAISED EDGE . 1'•e'• •SIDEWALK DETAJL-THIS SHEET TYPICAL UNDER CRUSHED TO 95 MODIFIED CDUPROCTOR ALL CUT MIN SIDEWALK OMPACT TO 95R MODIFIED PROCTOR e•�] WITH RAISED EDGE tutaFssREQUIREMENT wuvEDev C/ 12• IN R. ENGINEER) TYPICAL UNDER ALL CURB, ( ) (TYPO GUTTERS SIDEWALK CSTC UNDER 2.0% 1 a FOR CURB DEFI CURB S GUTTER TO BE 6'7HICKNESS OR SEE STD PLAN 101 MATCH EXISTING ROADWAY CRUSHED ROCK 1� Oa • - BASE, WHICHEVER IS GREATER (TYR FOR Afv�` •'P ALL CURB d GUTTER). • •••� FINISHED GRADEIN)BELOW 2'- It" SIDEWALK 1 TOP OF CONCRETEE �URFACE ADJACENT TO CURB 1. o• 1. D MIN ROU DING 1IY (IN) R OWL FOR CURB DETAILS 2.0% 1.5% SEE STD PLAN 101 BRIDGE OR PEDESTRIAN ,�i•`'-`YAy?• ' RAILING -�� •(Y✓ n�4. •; FOR CURB DETAILS ADJACENT TO CURB HARRIER - SEE SIDEWALK SEE STD PLAN 101. (STEEP FILL SLOPES) CONTRACT PLANS Z---WALL OR BARRIER I I 12' (IN) R (TYP.) / FLUSH ( I SIDEWALK .7 12' N)R. VERTICAL WALL ' SEE DETAIL •; ► 3111(IN) PREMOLDED JOINT FILLER ADJACENT TO CURB AND RAILING OR WALL a' PREMOLDED JOINTT FILLER FOR SIDE BUFFER STRIP TREATMENT SIDEWALK SIDEWALK ADJACENT TO WALL DETAIL BEE SIDEWALK (SEE NOTE 10) SECTK)NS IW ON) R 1 (1 Fl) FOR CURB DETAILS 1.5% t.S%MIN ._ SEE STD PLAN 101 BROOM 0 FINISH OR MATCH EXISTING 0' 4"WIDE SMOOTH ' 5 TROWELED PERIMETER FINISHED GRADE I(IN) BELOW TOP OF CONCRETE SURFACE FOR PLANTING -FLUSH IF PAVED ' t0•.0 5"0• �� CEMENT CONCRETE CURB ADJACENT TO BUFFER STRIP U \\ (CURB AND GUTTER SHOWN) �� FOR CURB DETAILS BEE S70 PLAN 101 1ra'T0114' NOTES 1. Four be the et of the minimum pedestrian width shall ©� be the minimum edestrian \ IN 61DE ALK ONLY • ► ' 7a P IN SIDEWALK ONLY • •T►+�, )D'P• accessible route I-i free of vertical , ► and horizontal obstructions. Gratings, \�� • ►' ••= Coe ACovers. Junction B0X84, FULL -DEPTH EXPANSION JOINT IN OOTH Cable Vaults, Pull Boxes and other CURB AND SIDEWALK (SEE 5T0 PLAN 101.1) appurtenances within the sidewalk 3ra' C CONTRACTION JOINT must be Hush with surface, and match grade of the sidewalk. �� JOINT AND FINISH DETAIL • � 2. Monolithic Cement Concrete Curb and • Sidewalk Is not permitted In new For other referenced NOTES see • ! ' ' R'° •� construction, When replacement Work STD PLAN 104.2. necessitates a Monolithic Cement PREMOLDE Concrete Curb bulld per WSDOT JOINT FILLER Standard Plan F-30.10.03. Paved Surfaces must comply With E FULL-DEPTH3. Concrete to be 4,000 PSI. STD PLAN 102.1 as applicable. EXPANSION JOINT a PUBLIC WORKS CEMENT CONCRETE PPR' PLAN - 102 DEPARTMENT SIDEWALK I ChIV7 / r.. fT� Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) ti. PIE�IS �O OV waslgt ' C szs2is b�p•lg OMIT FIBER JOINT AT 2-FEET 310' FIFE 0L0E JD114T FILLER (TrP) CENTIERL NL u- -_� FRAME IGRA.TE SUCTION SE 1/4 SECTION 14, TOWNSHIP 23 N, RANGE 5 E, W.M. CEDARS A T THE HIGHLANDS •OWRM2 .3i6 i;a=__vIF. .n 4' -. SEE HUM 2 0• a'-U" _ FT M19 AHD ORRTE - NCR IIIII MAI w N cum Jwo aurrly1t &O MN NAM } V01' OF 1 e¢RD4YAY . • AICUUU lNT KCr11SN - W" LMU.UDM IN CIRSAND @UTTETT SIDTtEM • 04TQr aItWM-NDTWXU?EA ' eFCti�AIo ®uTTFn ao nEAt Gf<NFRA.i FJOTrS' I` 1 , The kilent of No, design is is fe�tilrew the oval ' F} of a catch basin 4l ll5 minlmal of the , ? The expanslan Wts of then adfacent sidewalk shall 4MM be adJL6tad to be In line with lheau curb expar,aW JoIrAs.I I ULM rCCNCAE[E Ci1Ra AN3 GUTY£R OMIT FIBER JOINT A T 2-FEET OMIT FIBER JOINT AT 2-FEET OMIT FIBER JOINIISWT c WEw AT 2-FEET CEMENT CONCRETE CURB 61d. Pitel(ilP - lOi.i # , pUBLCC WORE INSTALLATION AT ftRO D. UF;F'Af21')AE 1T CATCH BASINS OAIE CEMENT CCNCREIE CURS A GILMER (SEE NOTE S) .�tLrTtai'i :►9E@.BET 81'EEn a ` � TYPE CM - ISOMEMO VIEW (OOLUERCIA4 WITH BUFRM NOTES I. When a driveway width exceeds 16 teak consheta full depth expansion lolnt wlh 3/B' lClM 11Nsr okW4 N1e d lane lines PAceor awls (see std. p n 102) Construct nsiun joint=1al wkh the gecfJ six IN 1K°I"s�aFl�' (�'� OeTAs centerline as rod at IS' mum spadnp when driveway widths axwOST. s tim ` P _ b Ur it j..- RDAt1WAY 2• See sm, plan 102 for sidewalk details. 3. Curb and puller shown, other curb designs may be specified.. See sld. plan 101 for sorb details. • , ' a. a 4. Not used. ° •• , ' tic The engineerwil design all ddvaways to InCNrde elevetlnna et and MM. lxwarMr�alrAMaoM pdnls.Meftd wlgt Symbol W. M elevalone are at the beds of serfs eHA1 E °'^" MP Uphill olds. DEPRE�DMMOLTIMCMaOUITERDETAL 8. Nat Used. 7. FI Driveway Widths see DRIVEWAY STANDARDS (Bee NOTE 10), The expansion joints (see W. plan 102) shag be spaced as shown In the amoponding Isomstrlc view. 8. Slopes shall comply with sections R303.2.1 or RSM222 or - FACE OF ADMENT CURS RMU.3 of rite Revised Dmft G1dde)inea for Accewlble Public 1■ Rights -of -Way ofNovember 23,205 (PROWAO)• 9. Curb returns for any Type C-MAX Driveway may be approved on / ! SURFACE� o ° 10. STREET STANDARDS = Renton Municipal Code (RMC) e • o e • . Title IV development Regulations �; , ■ ', CHAPTER 6STREEfANDUTILITY STANDARDS �• ^ 'p • '> Section a 64MSTaEErsrAaDARos DEPRESSED CURB DETAIL AT RESIDEMYIL ORCOMM I DRIVEWAYS, ANDALLEYS DRIVEWAY STANDAIM = Renton Municipal Code (kMC) Me N Development Reedafto D&DWapl E=nplw TYPE C1 B CHAPTER NaftedalteY O■ConvhLaITJN �J} CITY-WIDE PROPERTY DEVELOPMENT STANDARDS Nlwl6votWw. . Section 41-4,080 PA KWA IAADING M D DRIVIEWAY (MAxPa Law REGIJLATi01B e.eFrnktpw+v>Irla9. 9lturaRbBFdhr PUBLIC TYORI.$ CEMENT CONCRETE DRIVEWAY SM. PLAN _ 104A + * DEPARTb1EIvT ENTRANCES - NOTES AND DETAILS . _.. ... ATE. D.R. STRONG CONSUL TING ENGINEERS ENGINEERS PLANNERS SURVEYORS 620 - 7th AVENUE K/RKLAND, WA 98033 O 425.827.3063 F 425.827.2423 1 CITY COMMENTS 02.19.19 1 CITY COMMENTS 05.03.19 N0. REVISION EXPANSION JOINT ANCHOR I PA TTERN N.D. L PEDE TEMPI SEE NO TE NO. le%DIFFERE DANSION NT - 7 MIN. 5'- 0 " CLEAR WIDTH MOUNT ON PEDESTAL PROVIDED WITH N. D. C. B. U. UNI T EXPANSION JOINT d _ d 0 ° d Q ° a d a 1'-6' NO TES.' SIDE 7-b �I FRONT EXPANSION-1 JOINT SEE NOTE NO. 2 1. SEE SEC. 5.04. 2. INSTALLATION OF N.D.C.B.U. (INCLUDING CONSTRUCTION OF BASE) WILL BE DONE BY THE DEVELOPER. J. SEE SEC. 3.04 FOR JOINT REQUIREMENTS. 4. DO NOT INSTALL NEAR CATCH BASIN GRATES NEIGHBORHOOD DELIVERY & COLLECTION BOX UNIT (N. D. C.B. U.) TYPE 111 MAILBOX INSTALLATION (16 BOX UNI T) N TS 6' NIN. VARIES LSE! NOTE r 6' eV4 (BEE NOTE ► (SEE NOTE 8) 18 LF OF II DRIVEWAY REOUIRED LB' E><PANSIONIJONT rnII CE (SEE 970. PLAN lozl CC Be ° SCEr Es FEW MREIE :WALK ''SEE NOTE'f CWITH 1EAENT CONCRETE J RAt,1P SLOPE IV B CURB80UTTER SLOPE (TYP.) IBEE HOLE ]I 38• nANTRACNON JOM (TYP.) (SEE STD. PLAN 10a PLAN VIEW VARIES (SEE NO 101 83%MAX SEE NOTE 8ITYPI 6-NN 6'MN OE SIDEWALK CRETE 6• W. (SEE Flo ED OURS a GUTRai \ SIOEIYAU( �� �FEXPnNS10N.lON'ITYPI (SEE NOTE JI ,ec PI n IR'RITI P.1 sx1EWALK VADIF b 1 sr. Y e' MIN • ••' BE N O TYPE R1B - ISOMETRIC VIEW (RESIDENTIAL, WITH BUFFER) CEMENTCONCRETE CURS & OUTTER (SEE NOTE 3) For NOTES STD. PLAN 104.2 t STD. PLAN - 104.3 i+ PUBLIC WORKS CEMENT CONCRETE DRIVEWAY F'F'K I F:D: DEPARTMENT ENTRANCE - TYPE RIB I ATi DRD 04.11.19 YLP SURVEYED: JGR CYW 06°20°19 YLP DESIGNED: YLP DRAWN: GLB CHECKED: YLP BY DATE APPR APPROVED Gregg Zimmerman, Public Works Administrator SCALE: AS NOTED ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM GUTTER LINE FLOW LINE 4' `PLANTER STRIP 4' / FACE OF SIDEWALK / MAILBOX CONCRETE PAD DETAIL STA. 11+61.60 SE 141ST PLACE 1 =5' A U 00 T C) 1 T I Q J n L� C) Q C) T ^r I..L T-405403 0 z IN COMPLIANCE WITH CITY OF RENTON STANDARDS J 2 DEVELOPMENT ENGINEERING a� bbannwarth 07/01 /2019 _ W 2 DATE: CEDARS AT THE HIGHLANDS 01.29.19 %R]1C TY 0 ROAD AND MAILBOX DETAILS FIELDBOOK: RENT 0 N PAGE: v4s• DRAWING NO: Q Planning/Building/Public Works Dept. 14120 160TH AVENUE SE C 1 2 W RENTON, WASHINGTON 98059 SHEET 12 OP:28 C) DRS PROJECT NO. 16041 V ) 0 Z Q J r= V 2 W 2 I- Q U) rr 0 W U w 0 0 z fr LL m LANDING GRADE BREAK - SEE CONTRACT PLANS - 4'- V MIN. CEMENT CONCRETE SIDEWALK - SEE NOTE 5 FLARE (TYP.) 3/8" EXPANSION JOINT (TYP.) - SEE STANDARD PLAN F-30.10 GRADE BREAK A CURB RAMP WIDTH 4'- W MIN. LANDING TO MATCH CURB RAMP WIDTH - SEE CONTRACT PLANS LANDING I GRADE BREAK CURB RAMP SEE CONTRACT PLANS - CEMENT CONCRETE _ 4'- 0" MIN. SIDEWALK - SEE NOTE 5 PROVIDE SMOOTH TRANSITION TO SIDEWALK WIDTH Y (TYP) SEE CONTRACT PLANS - - * 4'- 0" MIN. ..........; W13" EXPANSION JOINT (TYP.) -SEE r I CURB RAMP STANDARD PLAN F-30.10 I GRADE BREAK TRANSITION TO SIDEWALK BUF�� PRESENT, OR TO BACK OF CURB (TYP) - - ......... ......... ..... iii.....�EE'::E:i * * SEE CONTRACT PLANS :::::::::......... %! CURB, OR CURB .............. : AND GUTTER - CURB, OR CURB SEE NOTE 4 AND GUTTER - - DETECTABLE WARNING SURFACE - SEE NOTE 4 B SEE STANDARD PLAN F-45.10 FACE OF CURB FACE OF CURB - MEASURED PARALLEL DEPRESSED CURB AND GUTTER - TO CURB (TYP.) CROSSWALK SEE NOTE 4 10 CONTRACTION JOINT (TYP) - SEE STANDARD PLAN F-30,10 FOR CURB RAMP LENGTHS GREATER THAN 8'- D" PROVIDE SE 1/4 SECTION 14, TOWNSHIP 23 N, RANGE 5 E, W.M. CEDARS A T THE HIGHLANDS A NOTES CURB RAMP WIDTH 4' - 0" MIN. 1. At marked crosswalks, the connection between the curb ramp and the road - LANDING E MATCH CURB RAMP I WIDTH -SEE CONTRACT PLANS way must be contained within the width of the crosswalk markings. Y I 2. Where "GRADE BREAK' is called out, the entire length of the grade break GRADE BREAK between the two adjacent surface planes shall be flush. 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 Ramp where it connects to the roadway. MIN. SEE CONTRACT 4. See Contract Plans for the curb design specified. See Standard Plan PLANS - 4'- D" MIN. * F-10.12 for Curb, Curb and Gutter, Depressed Curb and Gutter, and BUFFER WIDTH -MATCH Pedestrian Curb details. TO CURB RAMP DEPTH I "(TYP.) 5. See Standard Plan F-30.10 for Cement Concrete Sidewalk Details. See I v, Contract Plans for width and placement of sidewalk. 6. The Bid Item "Cement Concrete Curb Ramp Type _" does not include the adjacent Curb, Curb and Gutter, Depressed Curb and Gutter, Pedestrian w Curb, or Sidewalks. ........ ........ 7. The Curb Ramp length is not required to exceed 15 feet (unless shown CEMENT CONCRETE otherwise in the Contract Plans). When applying the 15-foot max. length, PEDESTRIAN CURB SEE NOTE 4 the running slope of the Curb Ramp is allowed to exceed 8.3%. Use a single constant slope from bottom of ramp to top of ramp to match into DETECTABLE WARNING SURFACE - the landing over a horizontal distance of 15 feet. Do not Include the SEE STANDARD PLAN F-45.10 abutting landing in the 15-foot max. measurement. - DEPRESSED CURB AND GUTTER 8. Curb Ramps and Landings shall receive a broom finish. See Standard CROSSWALK Specifications 8.14. 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 Ramp or Landing and there will not be material to retain. PLAN VIEW CONTRACTION JOINT EQUALLY SPACED 4'- 0" MIN. OC. PLAN VIEW TYPE PERPENDICULAR TYPE PERPENDICULAR B DETECTABLE WARNING SURFACE -- _ (SHOWN WITH BUFFER) SEE STANDARD PLAN F-45.10 4'- W MIN. 16 - 0" MAX. (TYP.) GRADE BREAK SLOPE TREATMENT - SEE CONTRACT PLANS SEE NOTE 7 COUNTER SLOPE - SEE STANDARD PLAN F-30.10 - _ GRADE BREAK S III MAX. * TOP OF ROADWAY � P P LANDING CURB RAMP DEPRESSED CURB AND GUTTER - 1 SEE STANDARD PLAN F-10.12 SECTION OA CEMENT CONCRETE CEMENT CONCRETE CURB RAMP "TYPE CEMENT CONCRETE CURB RAMP "TYPE PEDESTRIAN CURB - PERPENDICULAR "A" PAY LIMIT - SEE NOTE 6 PERPENDICULAR "B" PAY LIMIT SEE NOTE 4 DETECTABLE WARNING SURFACE - SEE STANDARD PLAN F415.10 3" R. TYP. 1 DEPRESSED CURB AND GUTTER - SEE NOTE 4 CEMENT CONCRETE CURB AND GUTTER -SEE NOTE 4 CURB RADIUS DETAIL OB ISOMETRIC VIEW TYPE PERPENDICULAR A PAY LIMIT LEGEND - SLOPE IN EITHER DIRECTION 1.5 OR FLATTER RECOMMENDED FOR DESIGNIFORMWORK (2% MAX.) * * 7.5% OR FLATTER RECOMMENDED FOR DESIGNIFORMWORK (8.3% MAX.) * 9.5% OR FLATTER RECOMMENDED FOR DESIGN/FORMWORK (10% MAX.) ISOMETRIC VIEW TYPE PERPENDICULAR B PAY LIMIT oV WASIj, QW �0 28680 �01 S TBR$ g� �s/®NAL Jun 24 2016 7:20 AM CAP PERPENDICULAR CURB RAMP STANDARD PLAN F-40.15-03 SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION Carpcii�,,.1"rf eQ1L/iCM�L, Jun 29 2016 229 PM BiATE DESIGN ENGINEER 0 Washington State Deportment or Transportation NOTES aB 1. The Detectable Warning Surface (DWS) shall extend the full width of the curb ramp, E MIN. MAX DETECTABLE WARNING landing, or other roadway entrance as applicable. Exception: If the Manufacturer of CURB RAMP, LANDING, CUT - SURFACE (DWS) - the DWS requires a concrete border around the DWS, a variance of up to 2 inches A 1.60" 2.40" THROUGH OR WALKWAY SEE NOTE 3 on each side of the DWS is permitted. 11 B 0.65" - 2, The Detectable Warning Surface (DWS) shall be placed at the back of curb, with the A D a 0.46" 0.80" two leading corners of the DWS panel placed adjacent to the back of the curb, and with no more than a 2 inch gap between the DWS and the back of the curb measured D 0.V 1.40" BACK OF CURB - TRUNCATED DOME SEE NOTE 2 ` - c::"i.:::::: \ 2' - 0" MIN. - at the center of the DWS panel. Exception: If the Manufacturer of the selected DWS E o.2^ 0.2^ ...:....:::,:: TYP. OF ALL requires a concrete border around the DWS, a variance of up to 2 inches from the SECTION O APPLICATIONS TRUNCATED DOME SPACING. SEE NOTE 3 SEE STANDARD SPECIFICATIONS FOR COLOR OF SURFACE TRUNCATED DOME DETAILS W Y 4LL LANDING � m OFFSET CURB RAMP -,.� , SEE NOTE B _ WIDTH OF WALKWAY , ::: WALKWAY WALKWAY ii DETECTABLE WARNING SURFACE (DWS) - �\ SEE NOTE 4 - - BACK OF CURB SINGLE DIRECTION CURB RAMP (GRADE BREAK BETWEEN CURB AND LANDING15 5 FT. FROM BACK OF CURB) (SEE NOTE 6) WAL back of the curb is permitted (measured at the leading corners of the DWS panel). 3. The rows of truncated domes shall be aligned to be perpendicular to the grade j' break at the back of curb. 4. The rows of truncated domes shall be aligned to be parallel to the direction of travel. CURB AND GUTTER MATCH TO WIDTH OF CURB RAMP, LANDING, CUT -THROUGH OR 5. If curb and gutter are not present, such as a shared -use path connection, the WALKWAY Detectable Warning Surface shall be placed at the pavement edge. DETECTABLE WARNING SURFACE DETAIL 6. See Standard Plans for sidewalk and curb ramp details. 7. If a curb ramp is required, the location of the Detectable Warning Surface must be at LANDING the bottom of the ramp and within the required distance from the rail. 8. When the grade break between the curb ramp and the landing is less than or equal to WALKWAY WIDTH OF CUT- 5 ft. from the back of curb at all points, place the Detectable Warning Surface on the / THROUGH (TYP.) bottom of the curb ramp directly above the grade break. .r �C WIDTH OF CUT -THROUGH CURB RAMP ::?!;: 11 (TYP.) lZ,i FLARE ::: FLARE 7-(":i:::r.: -2'-0"MIN. / DETECTABLE WARNING I �� DETECTABLE WARNING X` LANDING BACK OF CURB - J! SURFACE (DWS) - SURFACE DIRECTION OF SEE NOTE 2 (TYP-) -, SEE NOTE 3 ) SEE NOTE 3 _ WIDTH OF CURB RAMP _ BACK OF CURB - BACK OF CURB - SEE NOTE 2 )ERPENDICULAR CURB RAMP I SEE NOTE z 111 (SEE NOTE 6) 1�_- ;=Y;;pi� j �`:........2, _ 0„ MIN. WIDTH OF CURB RAMP, ISLAND CUT -THROUGH ; LANDING, OR WALKWAY DETECTABLE WARNING , �'If" S U R FACE (TYP.) - �'lr SEE NOTE 3 ` pN WASJfr i / ::• :::::: K h.. BACK OF CURB - �' JiT SEE NOTE 2 MEDIAN CUT -THROUGH ' SINGLE DIRECTION CURB RAMP WIDTH OF SHARED- _. DETECTABLE WARNING - o iv i r I ! - 'I (GRADE BREAK BETWEEN CURB AND SURFACE (DWS) - � ' I i 1 I USE PATH OR - �� �C 2esa0 -Q .�5 LANDING > 5 FT FROM BACK OF CURB) SEE NOTES 4 & 7 ` v m t' G d & TFw ' o W I TRAVEL SEE NOTE 2 WIDTH OF WALKWAY 3LE WARNING (DWS) - SEE NOTE 3 (SEE NOTE 6) CURB RAMP CURB RAMP WALKWAY LANDING WALKWAY DETECTABLE WARNING BACK OF CURB - SURFACE (DWS) - SEE NOTE 3 SEE NOTE 2 WIDTH OF LANDING PARALLEL CURB RAMP (SEE NOTE 6) r � Cd 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) `,- PATH OR WALKWAY PEDESTRIAN RAILROAD CROSSING PIE of WAS71 C, r� 53232 _ �SSIDNAL ���~ b�p•lg WALKWAY (TYP.)'I's C Her, Scott WIDTH OF CUT -THROUGH SHARED -USE Jul 12 2016 4:25 I'M (TYP.) PATH OR WALKWAY DETECTABLE WARNING ROUNDABOUT SPUTTER SURFACE ISLAND PAVEMENT SHOULDER EDGE `•;:;;;; STANDARD PLAN F-45.10-02 SHEET 1 OF 1 SHEET ti DETECTABLE WARNING APPROVED FOR PUBLICATION SURFACE (DWS) - =� caTpma,:«vr SEE NOTES 4 & 5 TO is znl6 zr,x6 PM i STATE DESIGN ENGINEER Aft PLACEMENT GUIDELINES SHARED -USE PATH CONNECTION WasStale Stle Depaltmsnt of Transportation D.R. STRONG CONSUL TING ENGINEERS ENGINEERS PLANNERS SURVEYORS 620 - 7th AVENUE KIRKLAND, WA 98033 O 425 827 3063 F 425 827 2423 1 CITY COMMENTS 02.19.19 1 CITY COMMENTS 05.03.19 NO. I REVISION 1.5" RADIUS B (TYP.) A C O UAW o Dif � \ l D E 0.3" BORDER (TYP.) Ali SIGN DIMENSIONS SIGN TYPE A B C D E POST MOUNTED STREET NAME SIGN (SPEED LIMIT <40MPH) 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 ELECTROCUT 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 (REFL.) BACKGROUND - GREEN (REEL.) Gti"C O POST MOUNTED PUBLIC WORKS STREET NAME SIGNS DEPARTMENT "BAND OR MOUNTING ON EXISTING METAL POLE OR LUMINAIRE 4" MIN. T EDGE OF GALVANIZED BOLT WITH GALVANIZED WASHERS. TUB LINE _n�TD. PLAN- 134 APPROVED: 7/30/2018 4:0 (iL DATE NOTES 1. DIMENSIONS FOR THE PARTS USED TO ASSEMBLE THE BASE CONNECTIONS ARE INTENTIONALLY NOT SHOWN. BASE CONNECTIONS ARE PATENTED, MANUFACTURED PRODUCTS THAT ARE IN COMPLIANCE WITH NCHRP 350 CRASH TEST CRITERIA. THE BASE CONNECTION DETAILS ARE SHOWN ON THIS PLAN ONLY TO ILLUSTRATE HOW THE PARTS ARE ASSEMBLED. 2. A 2" (IN) POST WITH A 2 1/4" (IN) PSST ANCHOR OR A 2 1/4" (IN) POST WITH A 2 1/2" (IN) PSST ANCHOR MAY BE SUBSTITUTED. SEE CONTRACT PLANS. 3. PERFORATED SQUARE STEEL POST SHALL MEET THE REQUIREMENTS OF WSDOT STANDARD SPECIFICATION 9-06. 4. USE ONLY BASE CONNECTION MANUFACTURER SUPPLIED HARDWARE THAT MEETS THE REQUIREMENTS OF WSDOT STANDARD SPECIFICATIONS 9-06 AND 9-28. EDGE OF TRAVELED ROADWAY 90' FOR REFLECTORIZED SIGNS: MOUNT FACING 3-(degree) OUTWARD IF SIGN IS WITHIN 30 FEET OF ROADWAY SIGN FACE ORIENTATION ST 0 N 5416% (IN) T SHOULDER NUT AND W 2 REQUIRED BOLTFOR S SIGN PO LOWER SIG CORNER BOLT POST SUPPOR )FLANGED IBO LT WITH ASHERS ^ (TYP.) ST OP IGN POST TYPE ST-4 SIGN SUPPORT LOWER SIGN POST SUPPORT - 2.25" N.(IN), 7-GAGE, HOT -DIP GALVN�., IHEAVY-DUTY ANCHOR IAM. COMMERCIAL CONCRETE MOUNTING ON METAL POST SIGN MOUNTING ON SINGLE STD. PLAN- 129 ®� PUBLIC WORKS METAL POST APPROVED: f DEPARTMENT (ADOPTED) G-7 E NT O ns•re DRD 04.11.19 YLP SURVEYED: JGR CYW 06.20.19 YLP DESIGNED: YLPDRAWN: GLB CHECKED: YLP BY DATE APPR APPROVED SCALE: AS NOTED ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM CONSTRUCTION NOTES: 1. ALL TRANSPORTATION INFRASTRUCTURE FEATURES ARE TO BE MAINTAINED ON LEVEL GRADE IF THE SURFACE LEVEL FROM CONSTRUCTION IS CHANGED (I. E. JUNCTION BOXES, LUMINAIRE POLES, TRAFFIC SIGNAL POLES, SIGN POSTS) 2. ALL OTHER TRANSPORTATION INFRASTRUCTURE SHALL BE PROVIDED TO BE ON LEVEL GRADE ONCE CONSTRUCTION IS COMPLETE. 3. ALL EXISTING OR PROPOSED TRANSPORTATION FEATURES WITHIN THE PROJECT CONSTRUCTION LIMITS SHALL MEET CURRENT ADA STANDARDS (I.E. JUNCTION BOXES SHALL HAVE NON-SKID LIDS.) M� W T O O I T I Q J O C) T TRANSPORTATION NOTES STD. PLAN- 135 PUBLIC WORKS APPROVED: DEPARTMENT Zta l DAT C TY OF RENTON Planning/Building/Public Works Dept. :as��zs T-405402 z IN COMPLIANCE WITH CITY OF RENTON STANDARDS J 2 DEVELOPMENT ENGINEERINGAr% IL bbannwarth 07/01 /2019 _ W 2 DATE: Q CEDARS AT THE HIGHLANDS 01.29.19 STANDARD WSDOT RAMP AND STREET SIGN DETAILS FIELDBOOK: PAGE: DRAWING 14120160TH AVENUE SE C 1 1 LU RENTON, WASHINGTON 98059 SHEET' OP:28 U DRS PROJECT NO. 16041