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Home My WebLink AboutT-400602NE 114 SECTION 29, TOWNSHIP 2J N, RANGE 5 E, W.M. rr W z rr 0 `Ur z a 2 W W 0 r O O CN Ors 0 N 0 0 W 0 I 0 0 m� Q 0 0 w 0 C3 1-1 I C, Q Z 0 N O 0 C) N z J 3/9'4DLDED JOIr1T rILLER 1/2" R. -,, I I � A PLAN MEW CL41ENJ ME OF FACE CW IIII.�--FT8ri1EIY6E I d 1/2' 13• 0.41191 ' -- FRNAENC Q%TE-NOTINGLU@Ea 1' 4 , - N OWM MI6 OIIA'TH4 90 I'm SLOPE * - Lr f TOP OF r y • F 7 • , I • _ 111 GURBAND ISUTTER 120TIEM F GATCIf B1#14 - N4T &OL U0f I3 1N CL171T'O GUTTER 913 IrEM F I J SECT101t 0 N0Tr'S- TFIO kyter'It of tNe design is to taoilitwe tpe removal of a ca" basin WiM MInImal ddstu rhermDa of the cuirb, 2. The expansion phta of the - eIdlawnt oldwwalk ehAI be adju sted W he In f y Ilne with them curb exp#MalO+t j4li�S. �. � x I I I PUBLIC WORKS v I i ISO"C VIEW CEMENT CONCRETE CURB iNSTALI ATION AT CATCH BABIRS t Ai@ �- FACE OF CURB - 6 1 /2 5 1/2" _ 1" 112" R. 1" R. 1:24 ( ( TOP OF 'D 1/2" R. ROADWAY 1 N � ( T � V-6" _ T CEMENT CONCRETE TRAFFIC CURB AND GUTTER FACE OF ADJACENT CURB 6 1/2"-- FLUSH WITH GUTTER PAN AT SIDEWALK RAMP ENTRANCE 1:12 1:24 TOP OF 1/2" R. ROADWAY �T 1 61. DEPRESSED CURB SECTION AT SIDEWALK RAMPS 3/8" BETHANY CORNER _ 6" _ CEMENT CONCRETE 1/2" R. 1" R SIDEWALK RAMP VARIES OR LANDING FROM -' 6" TOO 6' 3/8" 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 1 �_l 1/2" R. ROADWAY 1" �T 1 -6 DEPRESSED CURB SECTION AT RESIDENTIAL DRIVEWAYS ONLY. FOR COMMERCIAL DRIVEWAYS SEE STD PLAN 104.2 FACE OF CURB FACE OF ADJACENT CURB • • ► ;�• • GUTTER SURFACE PREMOLDED JOINT FILLER E FULL -DEPTH EXPANSION JOINT 6 1/2 5 112_ _ 1" 112" R. 1" R. 1 ) TOP OF ED ROADWAY I a 8 1 /4" 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 & Gutter Section, see Standard Plan 104.2 STD. PLAN - 101 PUBLIC WORKS CEMENT CONCRETE CURBS F'P11 DEPARTMENT t T 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 l =� LIMITS SHALL MEET CURRENT ADA STANDARDS (I.E. JUNCTION BOXES SHALL HAVE NONSKID LIDS) � PUBIdC WORKS TRANSPORTATION NOTES • DEPARTMENT r Call 2 Working Days Before You Dig 811 Utilities Underground Location Center 0D,MT,ND,0R,WA) >r SAMUE� ,p� � of wasy��tii�i /CNAL 6/Z5/ZOZ/ Nil 6F� WI'W AK 4C>.22,�'; 047YS4MD 4&-MIe PATCaIA.G ... 1 - 824:55 64P O.C. /'- OU751DE D/A . 41'COA/C. c 4v ' 4. I � • a . 6 II COMPAC �D EL Ev�i T�D/V SECT/QV »�,"Eco �c�r�vN NOTE: 1. STANDARD MONUMENT CASE AND COVER WASHINGTON STATE DEPARTMENT OF HIGHWAYS 1976. 2. THE CASTINGS SHALL BE GRAY -IRON CASTINGS, ASTM DESIGNATION A-48, CLASS 40. THE COVER AND SEAT SHALL BE MACHINED SO AS TO HAVE PERFECT CONTACT AROUND THE ENTIRE CIRCUMFERENCE AND FULL 14IDTH OF BEARING SURFACE. 3. WHEN THE MONUMENT CASE AND COVER ARE PLACED IN CONCRETE PAVEMENT, A CEMENT CONCRETE BASE WILL NOT BE NECESSARY. 4. SEE CITY OF RENTON SUPPLEMENTAL SPECIFICATION SECTION 7-05.3(1) FOR ADJUSTMENTS TO GRADE. D.R. STRONG 7 CITY COMMENTS CONSULTING ENGINEERS $ REVISED FRONTAGE GRADING PER GAS MAIN 9 REVISED FRONTAGE PER CITY COMMENTS ENGINEERS PLANNERS SURVEYORS 10 REVISED VAULT CONTROL STRUCTURE 620 - 7th AVENUE KIRKLAND, WA 98033 11 RECORD DRAWINGS 04258273063 F 425.8272423 FNO. REVISION BID ITEM (INCLUDES SIDEWALK RAMPS) 6'MW. VARIES ISEE NOTE 7) BAWN. (SEE NOTE 8) (SEE NOTE I) 10 LF OF PAVED DRNEWAY REOUIFLED 0r8' EXPANSION JOWT (TYP.) (SEE STD. PLAN 177) CEMENT CONCRETE SIDEWALK ri. SEE NOTE 5 PLANTER STRIP CONSISTE T SLOP g H CCNST RUCTION JOINT SEE NOTE J CEMENTCONCRETE FUAPWITH12H tV SLOPE (7YP.1 0 CURB&GUTTER ;SEE NOTE T) Ye' CONTRACTION JOINT (TYP ) (SEE STD. PLAN 10?) PLAN VIEW VARIES (SEE NOTE 10) & 7% LUX SEE NOTE 81TYPI :I fiLAIN 6'MIN CEMENT CONCRETE' 6' MIN DEPRESSED LURE &GUTTER \ SIDEWALK M' EXPANSION JOINT nYP) (SEE NOTE O) SECTION O )SEE STD. PUN 1021 ' .DIFFERENCE IN SLOPE MAX - DRIVEWAYWI SITNE SLOPE (SLOPE SHOWN EXAGGERATEDI 15Y, isx _ / DRIVEWAY 8'MIN c'I.vl 4 r C r ° uDRNEWAY WI RELATIVE �_ SE ON O CEMENT CONCRETE SIDEWALK TYPE R1 B - ISOMETRIC VIEW (RESIDENTIAL, WITH BUFFER) For NOTES STD. PLAN 104.2 ticY O STD. PLAN - 104.3 vo 'r PUBLIC WORKS CEMENT CONCRETE DRIVEWAY R WED DEPARTMENT ENTRANCE -TYPE RIBelizi Z FNTO / aTE f Monument Case & Cover l�Y ADOPTED U A CITY OF RENTON ♦ ��_ � STANDARD PLANS "PAN TOE L.ST DATE: 1 -Feb-89 DWG NAME: HR-04 SP PAGE: HO31 JSM 4.12<19 SURVEYED: SPF JSM 12°14°20 DESIGNED: JSM JSM 1 °15°21 JSM 5°9°21 DRAWN: CWA JSM 6.25.21 CHECKED:JSM BY DATE APPR APPROVE SCALE: AS NOTED ONE INCH AT FULL SCALE IF NOT ONE IN SCALE ACCORDINGLY Gregg Zimmerman, Public Works Administrator I 4' PLANTER STRIP 4' FACE OF SIDEWALK MAILBOX CONCRETE PAD DETAIL STA. 9+62.00, 14.50' LT 111 TH AVE SE �.1�• CO VE. aIDL9NAtJC ;% TYPECIB- ISOMETRICVIEW (COMMERCIAL, WiTH BUFFER) NOTES 1. When a driveway width exceeds 15 fee{, construct a full depth expansion jotnt with 318" jolnt Pifer along the driveway lane fines (see sid. plan 102). Construct expansion Joints parallel with the centerllne as required at IF maximum spacing when driveway widths exceed 39. 2. See aid, plan 102 for sidewalk details. 3. Curb and gutter shown, other curb designs may be specified. Sae std. plan 101 for curb details. 4. Not used. 5. The englneerwill design all driveways to Include elevations at all points marked with symbol W. All elevations are at the back of curb top on uphill aide. 6. Not used. T. For Driveway Widths see DRIVEWAY STANDARDS (See NOTE 10), The expansion joints (sae etc. plan 102) shall be spaced Be shown In the corresponding Isometric view. 8. Slopes shag comply with sections R303,2.1 or R303.2.2 or R303.2.3 of the Revised Draft Guidelines for Accessible Public Rigbts-of-Way ofNovember 23, 2005 (PROWAG). 9. Curb returns for any Type C-MAX Driveway may be approved on CEMENT CONCRETE CURB 4 OUTTER {SEE NOTE 9) Kffl*C SHEET) SEEO- SEEDEIPRESSEDCURBDIE CONTRACnNONT - ON THIS SHEET A182 \STD OP1rCR a. • TO' r ( NOTT ORNEWAYLONGITIJ rILer�ANBION Jolt T 8WW- BE Ft1LLDEPTH DEPRESSED MONOLrTHIC CURB 13 GUTTER DETAL FACE OF ADJACENT CURB 1 y-r T-� a case -by -case basis. SURFACE '' �" % ° -, •L1•P_ - n P. 10. STREET STANDARDS = Renton Municipal Code (RMC) \- ° a a p h TWe IV Development Regulations P c `. CHAPTER 6 STREET AND UTILITY STANDARDS \ P^ P o • P Section 4-"60 STREET STANDARDS DEPRESSED CURB DETAIL AT RESIDENTIAL OR COMMERCIAL DRIVEWAYS, AND ALLEYS DRIVEWAY STANDARDS = Renton municipal Code (AMq Title IV Development Regulations Driveway Example: TYPE CI B CHAPTER 4 R=R eldelft, C AWTIGIVI&I CITY-WIDE PROPERTY DEVELOPMENT SUNDARDS NUMber of lanetl, Section 4-4-M PARKING, LOADING AND DRIVEWAY (MAX=4 Len° CommtlnlaQ / REGULATIONS B=surter { 4".ng Strip). afar Buffer + PUBLIC WORKS CEMENT CONCRETE DRIVEWAY'PLAN 104.id DEPARTMENT ENTRANCES - NOTES AND DETAILS ATE J"x FULL EXPANSION ANCHOR BOLT-1 PATTERN PER a N. D. C. B. U. PEDESTAL TEMPLA TE ° a 1'-6" FRONT VIEW NO TES. SIDEVIEW 1. INSTALLATION OF N.D.C.B.U. (INCLUDING CONSTRUCTION OF BASE) WILL BE DONE BY U.S. POSTAL SERVICE 2. DO NOT PLACE MAILBOXES NEAR CATCH BASIN GRATE; 15' MIN. DISTANCE CLUSTER BOX UNIT (C. B. U.) MAILBOX INSTALLATION (16 BOX UN/ T) LISPS STANDARD CLASS 4C CBU NTS T-400602 R-40061 0 AS -BUILT IN COMPLIANCE WITH CITY OF RENTON STANDARDS NO AS-BUIL T INFORMA TION ON THIS SHEET. "/ CERTIFY THAT THE INFORMATION SHOWN HEREON WHICH WAS AS -BUILT BY D.R. STRONG, AND MAY INCLUDE LOCATIONS, ELEVATIONS, DEPTHS, PIPE SIZES, AND AS -BUILT COMMENTS, ACCURATELY REFLECTS EXIS77NG FIELD CONDITIONS AS DETERMINED BY ME OR UNDER MY DIRECT SUPERVISION ON THIS DATE 051181202 1." VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM C TY OF =� RENTON Planning/Building/Public Works Dept. N O T 001 L C) C) T W z 0 DATE: U BETHANY CORNER 11.29.16 FIELDBOOK: z ROAD & STREET SIGN DETAILS PAGE: DRAWING N0: T 16433 & 16451 111 TH AVENUE SE C10 RENTON, WASHINGTON 98056 SHEET 10 OF: 19 MW W DRS PROJECT NO. 16062