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HomeMy WebLinkAboutR-412321M TOM LU F— z O F— z LU w LL J O 0 IL O F— Q LC� N N 0 N CLT Q a> cn cri O 0 ry / 0 o) c cn 0 PAINTED ARROWS NTS FACE OF CURB 13' 1 ' 10" I NOTES: 1. STOP BAR & TEXT TO BE SOLID WHITE THERMOPLASTIC. STOP BAR NTS 11 1 /4" (LAYOUT DISTANCE) R 1 1 /4" (TYP.) C-CURB NTS WH I TE THERMOPLASTIC in 1' 2' IN 1' 2' 1 2' 1 2' 1' / I I I I I I I I I 0.5' LENGTH PER PLAN CROSSWALK 4 NTS 0. 5' llll llllllll lull lllllllllllll 111 llll lllllllllllll llll ll lll�llllllll lull l 111 llllllllllllllll llllllllllllllllllllll llllllllllllllllllll lllllllllllllll lllllllll _, SECTION 08, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. VERTICAL SAWCUT 1/4" MIN > �• � a a NOTES: 1. DOWELS SHALL BE SUPPORTED BY AN APPROVED DEVICE. 2. CONTROL JOINTS SHALL BE PLACED 15' O.C. MAX. EACH WAY 3. JOINT CONSTRUCTION: CONSTRUCT EXPANSION, WEAKENED —PLANE CONTROL (CONTRACTION), AND CONSTRUCTION JOINTS STRAIGHT WITH FACE PERPENDICULAR TO CONCRETE SURFACE. CONSTRUCT TRANSVERSE JOINTS PERPENDICULAR TO CENTERLINE, UNLESS OTHERWISE DETAILED. • WEAKENED —PLANE CONTROL OR CONTRACTION JOINTS: PROVIDE JOINTS AT SPACING OF 15 FEET, 0 INCHES ON CENTER, MAXIMUM EACH WAY. CONSTRUCT CONTROL JOINTS FOR DEPTH EQUAL TO AT LEAST 1 /4 OF THE CONCRETE THICKNESS, AS FOLLOWS: •• FORM TOOLED JOINTS IN FRESH CONCRETE BY GROOVING TOP WITH RECOMMENDED TOOL AND FINISHING EDGE WITH JOINTER. •• FORM SAWED JOINTS USING POWERED SAWS EQUIPPED WITH SHATTERPROOF ABRASIVE OR DIAMOND —RIMMED BLADES. CUT JOINTS INTO HARDENED CONCRETE AS SOON AS SURFACE WILL NOT BE TORN, ABRADED, OR OTHERWISE DAMAGED BY CUTTING ACTION. 4. CONSTRUCTION JOINTS: PLACE CONSTRUCTION JOINTS AT END OF PLACEMENTS AND AT LOCATIONS WHERE PLACEMENT OPERATIONS ARE STOPPED FOR PERIOD OF MORE THAN 1/2 HOUR, EXCEPT WHERE SUCH PLACEMENTS TERMINATE AT EXPANSION JOINTS. CONSTRUCT JOINTS IN ACCORDANCE WITH STANDARD DETAILS. 5. TRANSVERSE EXPANSION JOINTS: LOCATE EXPANSION JOINTS AT MAXIMUM OF 180 FEET ON CENTER, MAXIMUM EACH WAY UNLESS OTHERWISE SHOWN ON THE CONSTRUCTION DRAWINGS. PROVIDE PREMOLDED JOINT FILLER FOR EXPANSION JOINTS ABUTTING CONCRETE CURBS, CATCH BASINS, MANHOLES, INLETS, STRUCTURES, SIDEWALKS, AND OTHER FIXED OBJECTS. DOWEL TO B 6. BUTT JOINTS: FOR JOINTS AGAINST EXISTING PAVEMENT, PLACE TOP 1 /8" NO LUBRICATED 16" LONG DOWELS EIGHT INCHES INTO HOLES DRILLED INTO SEALING CENTER OF EXISTING SLAB. EPDXY DOWELS INTO HOLES WITH COMPOUND 1 /4" MIN. FELT FILLER APPROVED EPDXY COMPOUND. PLACE DOWELS PRIOR TO T = PAVEMENT PER WSDOT STANDARD CONCRETE PLACEMENT FOR NEW CONCRETE. DOWEL SPACING TO THICKNESS SPEC 9-04.1 BE 24 INCHES ON CENTER UNLESS OTHERWISE SHOWN ON TRANSVERSE EXPANSION JOINT DRAWINGS. SAW JOINT AND FILL WITH JOINT SEALER. CONCRETE JOINT DETAILS POURED JOINT SEALING COMPOUND I— L -TOP 1 /8" NO SEALING COMPOUND T = PAVEMENT THICKNESS CONTRACTION JOINT DOWEL DIAMETER = T/8 (IN) 15" LONG SMOOTH DOWEL © 18" O.C. VERTICAL POURED JOINT SAWCUT 1 /4" MIN. SEALING COMPOUND (FIRST POUR) SECOND POUR DOWEL SLEEVE 2 MIN. (CLOSED END) TO FIT DOWEL AND BE SECURED 1-1 /4" MIN. DOWEL TO BE CLEARANCE TOP 1/8" NO LUBRICATED SEALING COMPOUND CONSTRUCTION JOINT DOWEL DIAMETER = T/8 (IN) 15" LONG SMOOTH DOWEL @ 18" O.C. POURED JOINT SEALING COMPOUND 2" MIN TO FIT DOWEL AND BE SECURED 1-1/4" MIN. CLEARANCE O O O 1 C6 r a J amp NTS r., N s--=- -- O O _ _ d� DELIVERY TRUCK MANEUVERING DETAIL TOM 5 a SCALE: 1'=40' 4ALLVIX » 30 30" 'ITS I CIVIL 0 NOTE: NOTE: 11235 s.e. 6th street I suite 150 Q RIGHT TURN ONLY SIGN STOP SIGN WITH WHITE bellevue, wa 98004 WITH BLACK LEGEND ON ro WHITE BACKGROUND PER o STO LEGEND ON RED BACKGROUND PER MUTCD t: 425.453.9501 f: 425-453-8208 MUTCD STANDARD SIGN STANDARD SIGN R1-1. www.navixeng.com 0 N LY R3-5R. GALVANIZED GALVANIZED SQUARE TUBE NOTE: SQUARE TUBE NOTE: THE MIN. HEIGHT OF THE MIN. HEIGHT OF z THE BOTTOM OF THE z THE BOTTOM OF THE LOWEST SIGN SHALL LOWEST SIGN SHALL `J BE 7'-0" `J BE 7'-0" SEE BREAK AWAY 0 SEE BREAK AWAY 0 TUBE POST I TUBE POST SLOPE TOP CONCRETEO � OF CONCRET E TE� C • \ � C � 7=�s�1 d. . < 3500 P.S.I. P.C. ° CONCRETE BASE I'I ° I_ I d . N Q . H e ° n w 2'-0" 0 LU 12"0 0 LU NOTES: 1. RIGHT TURN ONLY SIGN PER MUTCD R3-5R. PLACE SIGN 2' FROM BACK OF CURB. RIGHT -TURN ONLY SIGN NTS O 2 RECORD DRAWINGS O 2 RECORD DRAWINGS �a 1 RECORD DRAWINGS e NO. REVISION C • ► C - !=;s�I >- a. . 3500 P.S.I. P.C. ° < CONCRETE BASE I'I ° N a. Q w 2'-0" a° a 0 w 120 c� 0 w NOTES: 1. STOP SIGN PER MUTCD R1-1. PLACE SIGN 2' FROM BACK OF CURB. STOP SIGN SURVEYED: Z.NALL DESIGNED: J.GREEN NAVIX 09.29.22 JET NAVIX 06.10.22 JET DRAWN: J.GREEN NAVIX 05.17.22 JET CHECKED: J.TAFLIN BY DATE APPR APPROVED: J.TAFLIN SCALE: ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY NTS VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M CITY OF 1`R] RENTON Planning/Building/Public Works Dept. ��'16ABET v R� pF WASgI�� � j ;tally sign y nelle T flin Date: 2022.09.3 fin\ A 4187�6:31:54-7�00' m ENGINEERS CONSTRUCTION RECORD CERTIFICATION THIS PLAN HAS BEEN REVIEWED FOR CONFORMANCE WITH THE DESIGN INTENT. THIS PLAN, AS MODIFIED HEREIN, REPRESENTS THE RECORD CONDITIONS OF THE NEW CONSTRUCTION SHOWN, BASED UPON OUR VISUAL OBSERVATION, CONTRACTOR INSTALLATION NOTES AND FIELD MEASUREMENTS BY THE CONTRACTOR. THIS DOCUMENT DOES NOT REPRESENT A DETAILED FIELD SURVEY. THE ENGINEER HEREBY CERTIFIES THAT, BASED UPON THE METHODOLOGY DESCRIBED ABOVE, CONSTRUCTION SHOWN IS CONSISTENT WITH THE DESIGN INTENT EXCEPT AS NOTED, AND ACCURATELY REPRESENTS THE EXISTING CONDITIONS, PER CONTRACTOR PROVIDED RECORD INFORMATION. NAVIX CERTIFICATION R=412321 GeV IN COMPLIANCE WITH CITY OF RENTON STANDARDS z O F— z LU w ARCO/M U RRAY DATE:09.26.2022 TOPGOLF RENTON FIELDBOOK: 780 LOGAN AVENUE NORTH PAGE: DRAWING N0: 0 RENTON, WA 98057 C-1.6 O SITE IMPROVEMENT DETAILS SHEET: 21 OF: 82