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HomeMy WebLinkAboutT-393410TBLOCK PTN. OF SW 114 OF NW 114 OF SEC. 32, TWP 24N, R5E W.M. co rn co 0 w w w a J N Z U-1 d 4- / N sz mJ �w L� o W 0 G7 O O 11 av Ur - CD LJ cu a Q � J w Cu EV TENSION BAND END OR CORNER (BRACE) POST DETAIL OA TIE WIRE - SPACED 14" (IN) MAX. (TYP.) TENSION HARE � HOG RING - SPACED @ 24" (IN) MAX. v ;v - p D BRACE POST DETAIL OC 'ENSION WIRE ,R TENSION WIRE TURNBUCKLE EYE BOLT TENSION N TENSION B TENSION WIRES TENSION BAND (TYP.) PULL POST (AT END OR CORNER) DETAIL O EYE BOLT EYE NUT � TURNBUCKLE TENSION WIRES U O k--J U O ` TENSION BAR (TYP.) PULL POST (WITHIN RUN) DETAIL OD :NSION WIRE FILE NAME SAID sin R P& SW-StandardaU-Plan Sheet Libra 102-PSL Work in Pro resslColb 1(FS-1.1) Chain Link Fence Type 3 & 41PS_FS-1.1.cIn BAT" BATE Washington State Department of Transportation Plot 2 Pux REF xO FS-1.1 TIME 8:35:00 AM O „"" FED.AID PROJ.NO. DATE 5`13/2015 WAS PLOTTED BY FletcCo DESIGNED BY JOB „UMBER 2 rx2raTa ENTERED BY CHECKED BY CONTRACT NO DO-- xD. PROD. ENDR. CHAIN LINK FENCE WITH EYE BOLTS REGIONAL ADM. REVISION DATE BY CONSTRUCTION NOTES: 1. ALL TRANSPORTATION INFRASTRUCTURE FEATURES ARE TO BE MAINTAINED ON LEVEL GRADE IF THE SURFACE LEVEL FROM CONSTRUCTION IS CHANGED (1. 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.) TRANSPORTATION NOTES STD. PLAN— 135 ®� PUBLIC WORKS APPROVED: DEPARTMENT CPIT� CONSULTANTS Site Planning • Civil Engineering Land Use Consulting • Project Management CALL BEFORE 11431 WILLOWS RD. NE, SUITE 120 YOU DIG REDMOND, WA 98052 1-800-424-5555 Phone: (425) 285-2390 1 FAX: (425) 285-2389 www.cphconsultants.com sht © 2019 CPH Consultants, LLC. All Rights Reserved. - / FACE OF CURB TOP OF ROADWAY - 1' - 6' CEMENT CONCRETE TRAFFIC CURB AND GUTTER — FACE OF ADJACENT CURB 6 1!2 �FLUSH WITH GUTTER I PAN AT SIDEWALK III, RAMP ENTRANCE 1:12 `- 1:24 TOP OF 1� /2^ R, ROADWAY D ICAD 1' - 6" ---- --) DEPRESSED CURB SECTION AT SIDEWALK RAMPS CEMENT CONCRETE 1/2" R. - -1 1" R SIDEWALK RAMP OR LANDING VARIES FROM [ - e 1. 'Jl8"-PREtyiOLDER "'- :IDINT FILL` ER 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 l_ p• 1l2" R ROADWAY 2" a o P D to D D, •DC "D TO P DEPRESSED CURB SECTION AT RESIDENTIAL DRIVEWAYS ONLY, FOR COMMERCIAL DRIVEWAYS SEE STD PLAN 104.2 FACE OF CURB 6 1/2" 1/2" R 1" R. FACE OF ADJACENT CURB 7- r TOP OF °II ROADWAY GUTTER SURFACE'7- 1, R. ° B 1t4 B • /1n RvD •, D CEMENT CONCRETE D ' . 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 jointspacing, 2. Not used. 3. For Depressed Monolithic Driveway Curb & Gutter Section, see Standard Plan 104.2 STD PLAN — 101 i { PUBLIC WORKS CEMENT CONCRETE CURBS PR EPEE = DEPARTMENT -_ 1 1 N i q- GrelidZimmerman. Public Works Administrate 91D ITEM (INCLUDES $IDEWALKIPAI ,. �- 6'MN ..1: VAR)ESISEENOTEi - ''a MIN EE . (SNOTE 8) TSYYlOTE`e1 1D LF OF PAVED DRIVEWAY REOUIRED 18' EXPANSION JOINT (TYP ( - I A{'AiErlT ISEE STO. PUN ts2) 1:ONGRETE 4 2 SEE NOTE IN I CONSTRUCTION JOINT RAMPIT I2NN .SEE NOTEI CEMENT CONCRETE SEOPE(1YR 1 CURB a GUTTER YYY (SEE NOTE 31 10'CBNTR(SEE CONTRACTION ISEE STO PLAN tB2) - PLAN VIEW VARIES- _ - — 9.3%MA% SEE NOIt'd I'IVPx 6'MIN 6'MIN. CEI,IENI CONCRETE 6'MIN. DEPRESSED CURB A GUTTER SIDEWALK - S/S' EXPANSION JOINT MR.) (SEE NOT'c]I SECTION O - [%E STD PbM! 102) - )12`A (TVP.1 � yam_. 510ElVA,N WITH_ �\ 10". OIFFEFENCE IN SLOPE RU.X,��' �-' `.ORNEWAYWI SnNESLOPE.(SLOPE SHOWN EXAGGERATED) ORI° SECTION O A�WPAa noREIAnNE -. CEMENT CONCRETE 510[WALN CEMENTCONCRETE CURB Is GUTTER ISEE NOTE 3) LI TES see STD. PLAN 104.2 ti�g O STD. PLAN - 104.1 • PUBLIC WORKS CEMENT CONCRETE DRIVEWAY PP VED: DEPARTMENT ENTRANCE - TYPE R1 Z� ATE I' 0" I, 0' ISEE CONTRACTI 12' IINI R. (TYP.) I DURBN€fi'iN4`k4D€D� iN.q(EYITY �pl`- 1 5 i 3Ef:ERAISED EDGE 38 (INLPREMOLDED 1'-0- SIQAk7T-E,[N4"-"THIS _ SHEET ---�.;IOIN1•••FILLER --- - ALL CUT MIN SLOPES (SEES - �.I!LBhR �P I '. �kT1�-RAISECIED�E'' o*e i - LlR9:NDT.INCLl1DED IN.B1fLl 6A 15% 9-1 3.' (INI PREMOLDEO-/,� JOINT FILLER FINISHED GRADE 1' (IN) BELOW _ "/ TOP OF CONCRETE SURFACE 2'-C, SIDEWALK ADJACENTTOCURB 1' 0` 1' 0' MIN. (SEE CONTRACT) I2" (IN) R. (TYP.) ROU DING 5°6 CURB NOT INCLUDED IN BID ITEM - Qw. •r'tti — BRIDGE OR PEDESTRIAN PREMOLDED WALLORBARRIER RAILING JOINT FILLER ADJACENT TO CURB (STEEP FI_L SLOPES) BARRIERTSE$ ...,-- COMRACTPLA1N5— SIDEWALK (SEE CONTRACT) 1NALL9R BARRIER :412 ,(IN) R (TYP ) D D��i elum:- - _haw l _ Tmr�p IA. VERTICAL WALL --'- r-3R pN)1xRMtl6DET) ►. a r-'E-1 SEE DETAIL `-JdHVTFBEFf_('tYP) ►' • • ► •li - .L-_f��J AD CURB AND RAIL1fJG OR WALL 3a-(IN) PREMOLDED _ JOINT FILLER SIDEWALK BUFFER STRIP (SEE CONTRACT) (SEE NOTE 101 SIDEWALK ADJACENT TO WALL DETAIL u2' pNI R. 15% _ (TYP.) 1.SYe MIN CURB NOT INCLUDED IN BID ITEM - 6" • SP}�'-Y_.?:n ;; _'_ g� LEVEL 1 r' '2.. lit FINISHED GRADE 1- (IN) BELOW TOP OF CONCRETE SURFACE FOR PLANTING - FLUSH IF PAVED ADJACENT TO BUFFER_STRIP b ' m 1 IINI R ! ► • ! r :.� BROOMED FINISH •►• —1 4' WIDE. SMOOTH •U" TROWELED PERIMETER AAISE1�_t gEEEE L 1Z _ £kfEf�0 SICEY�A4K':TRAN$VER34E_ JOIN_�t.01t1Ci.UP�ISAfBEOrrrgGE' CEMENT CONCRETE CURB (CURB AND GUTTER SHOWNI NOT INCLUDED IN BID ITEM For NOTES see STD PLAN 104.2. Paved surfaces must Comply with � w STD PLAN 102.1 as applicable. G 3I6" ?I I veI T01N' CONTRACTION JOINT Ij— `� / M SIDEWALK ONLY a •-.0 ,lea ► M►' ae EXPANSION JOINT IN BOTH I "! ".► T CURB AND SIDEWALK ( SEE STO PLAN 10111 • ': '.?gip O . B ► • ?� O •: F JOINT AND FINISH PREMED JOINT FILLER DETAIL v EXPANSION JOINT ©CONTRACTION JOINT Y . PLAN PUBLIC WORKS CEMENT CONCRETE PPRIED: - 102 'a DEPARTMENT SIDEWALK �IVTO A T E Q CITY OF RENTON PERMIT SUBMITTAL BHB 5/1/18 JBS SURVEYED: STEPHEIv PHILLIPS PLS SCALE: RECORD DRAWINGS MRL 3/11/19 JBS DESIGNED: BRYCE BESSETTE DRAWN: JOE AMARO =I CHECKED: JAMIE B. SCHROEDER, PE AT FULL SCALE IF NOT ONE INS- SCALE ACG°ICI'';'-r N C REVISION L'{ ^.— AP P R APPROVED: ALIGN PIPE TOPS, OR PLACE ROOF DRAIN HIGHER. 'AIN B; 3'MIN.—► PRIVATE, JOINT USE UTILITY 3 Bf III K 1 CLEAN -OUT WITH - PERMANENT CAP CATCH BASIN - AREA DRAIN 3 ATN- 2'MIN COVER'OVERI. COLLECTORLINE VARIES PLACE CLEANOUT AT 300' MAX. SPACE, AT 90" BENDS, EACH 2ND 45' BEND, SECTION B-M PIPE ENDS NOTE: MIN. PIPE SIZE 6"0 PIPE MATERIALS ALLOWED: PVC, LINED CPE, TRIPLE WALL POLYETHYLENE, DI (IF NEEDED FOR STRENGTH). CAP, AND WHERE CLEANOUT IS IN PAVEMENT; IRON RING & COVER PER IFCO #247 OR EQUIVALENT 45' BEND PERMANENT CAP OR CONNECT PIPE L 45' WYE TEE, CROSS, OR 45' WYE AT BENDS CLEAN -OUT DETAIL TEMPORARY CAP ON END OF ROOF DRAIN STUB, MARKED BY 2"x4" STAKE Y GtT O.n TYPICAL PRIVATE ROOF DRAIN STD. PLAN - 225.10 PUBLIC WORKS DEPARTMENT COLLECTION SYSTEM CROSS SECTION WOW M vSIONAL ���� 1 i THE AS -BUILT INFORMATION SHOWN ON THIS PLAN IS PER A FIELD SURVEY PERFORMED AND Gregg Zimmerman, Public Works Administrator DATA PROVIDED BY AXIS SURVEY & MAPPING AND/OR RECORD INFORMATION PROVIDEC BY THE CONTRACTOR. VERTICAL: NAVD 1988 I IORIZONTAC NAD 1983/1991 O T Y 0 F RENTON DATU M PlnnninC/Buildin7/Puhli W, F) T-393410 R-393423 IN COMPLIANCE WITH CITY OF RENTON STANDARDS SENZA LAKEVIEW ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS ROADWAY GRADING DRAINAGE AND DETAILS It DATE: FIELDBOOK, PAGE: DRAWING NO: N C3.105 Z w SHEET-. _= 23 (n