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HomeMy WebLinkAboutTED4003417.156" 1/2" 1/2" R. LEVEL 1" R. 4 2_7 NOTE: EXTEND SIDEWALK TRANSVERSE JOINTS TO INCLUDE RAISED EDGE RAISED EDGE DETAIL IT 3 m Q I f� O O QO rxrLa „ M L O N C .� rn Q i 0 Z g�a l y N 0 � Q O ao LL Z O o ��w ZD O r 1.I = O / < N F N <a� w � U L N ® 2007 THE BLUELINE GROUP WALL OR BARRIER SIDEWALK 1/2" R. 7e1/4" PREMOLDEDI JOINT FILLER SIDEWALK ADJACENT TO WALL DETAIL SEE © 6 1/2" CONTRACTION 5 1/2" FACE OF CURB JOINT 1" R. 2% p— - TOP OF UD ROADWAY 8" 6 1/2" 1" NOTE: EXTEND SIDEWALK TRANSVERSE EXPANSION JOINTS TO INCLUDE CURB (FULL DEPTH) CURB FACE DETAIL PREMOLDED JOINT FILLER EO EXPANSION JOINT O CONTRACTION JOINT CEMENT CONCRETE SIDEWALK SHEET 3 of 3 ADOPTED CITY OF RENTON 4 STANDARD PLANS LST DATE:04/04 REVISON BY APPR'D DWG. NAME: F005-2 SP PAGE: F005.2 w S 00 - b 32126 w SS/ONAL �� EXPIRES: ERGS OF VARIES P TO iY SHOULDER —. OR TURNOUT - �a TYPE OF SUPPORT VARIES AT EDGE OF SHOULDER T -TO.C. MIN. POSE TO I I f NEWSPAPER BOX ISEE NOTE 3) CONTRACTION JOINT IN SIDEWALK ONLY EXPANSION JOINT IN BOTH CURB AND SIDEWALK JOINT AND FINISH DETAIL SLOPE ROUNDING VARIES (SEE CONTRACT) WHEN SPECIFIED SIDEWALK MAY BE ADJACENT IN CONTRACT TO A WALL (SEE DETAIL) SIDEWALK VARIES - 6' - 0" MIN. (SEE CONTRACT) 1/2" R. (TYP.) i 1/4" PREMOLDED JOINT FILLER VARIES 0 TO f2" FACE OF CURB TYPE OF Y9 SUPPORT rp '.CURB ( VARIES / TYPE f VARIES) 1 r BEHIND CURB MAILBOX PLACEMENT SECTIONS MAILBOX SIZE 1, 1AA, OR 2 OW,) (2 CLAMPS PER BOX) F. MIN. BETWEEN MAILBOXES I b II er, ANTI- - TVAST PLATE T'+ b +SEE DETAILS. i SHEETS 2 6 3) (SEE NOTE 6) STEELPOST -WOOD POST 'A OPTION OPTION TYPE 1 SUPPORT MAILBOX SPACING DETAIL CEMENT CONCRETE SIDEWALK ADJACENT TO CURB BROOMED FINISH 4" WIDE, SMOOTH /j TROWELED PERIMETER CEMENT CONCRETE CURB ' (CURB AND GUTTER SHOWN) NOT INCLUDED IN BID ITEM CURB NOT INCLUDED IN BID ITEM CEMENT CONCRETE SIDEWALK SHEET I OF 3 Uti�Y p� ADOPTED CITY OF RENTON ♦ r ,P STANDARD PLANS LST DATE: 04/04 1 1 DWG. NAME: F005 SP PAGE: F005 Y hurt - MULTIPLE MAILBOX - SUPPORT (SEE NOTE BEHIND SIDEWALK DRIVEWAY (BY OTHERS) CEMENT CONCRETE 6 PEDESTRIAN CURB (TYP.) CEMENT CONCRETE SIDEWALK DRIVEWAY (BY OTHERS) CEMENT CONCRETE SIDEWALK NOTES OPTIONAL CEMENT CONCRETE CURB & GUTTER (SEE NOTE 3) RAMP WITH 12H:1V SLOPE (TYP.) DEPRESSED CURB & GUTTER (SEE NOTE 3) TYPE 1 ISOMETRIC VIEW SEE SHEET 3 1. When the driveway width exceeds 15 feet, construct a full depth expansion joint (see Standard Plan F-3) with 3/8" joint filler along the driveway centerline. 2. Construct expansion joints parallel with the centerline as required at 15' maximum spacing when driveway widths exceed 30'. See Std. Plan F-3 for sidewalk details. 3. Curb and gutter shown, see the Contract. Plans for the curb design specified. See Std. Plan F-1 for curb details. 4. Avoid placing drainage structures, junction boxes or other obstructions in front of driveway entrances. 5. When driveway approaches are constructed in a commercial zone, the concrete driveway entrance shall be thickened from 6 inches to 10 inches. This includes concrete approach Types 1-4, sidewalks constructed behind the driveway apron, and the curb and gutter associated with each driveway approach. NOTES: 1. An adjustable platform may be used in lieu of the platform design shown on this plan. Adjustable platforms must fit the bracket design shown on this plan. Brackets are required for ail single post installations. Field drilling may be required. 2. A Type 2 support is required when 2 or more mailboxes are to be installed on one support A maximum of 5 mailboxes may be installed on a Type 2 sup. port. See Std. Spec. 9-32 T TYPE OF 3. Attach a newspaper box to a steel post with two 1 718" Muffler Clamps spaced SUPPORT 4" apart Field drill 7116" holes in the newspaper box to fit Use 2 1;2" x 114" VAR1e3 lag bolts to attach newspaper boxes to wood posts. Newspaper boxes must not extend beyond the front of the mailbox when the mailbox door is dosed. 4. Spacing of mailbox mounting holes vanes among manufacturers. Attachment of the mailbox to the platform may require drilling additional holes through the mailbox to fit the platform 5. Center the mailbox on the platform to ensure space for the maAbox door to Open and to allow space for installing the fasteners. B. A socket and wedge anchoring system may be substituted in lieu of the anti - twist plate assembly for single steel posts shown on this plan. The socket and wedge anchoring system shall meet NCHRP 350 crash test arena. Anti -twist plates are not required for wood post installations INSTALL SNOVV GUARD WHEN SPECIFIED IN CONTRACT -� (SEE DETAIL, SHEET 3) Ara) NEWSPAPER BOX (SEE NOTE 3) 0 72Y�aj'� � too t 0 O� f4, 21961 �o y I c �r STET• G�: `f7oNAL 8$ EXPIRES MAY 16. 2003 MAILBOX INSTALLATION TYPE 1 & TYPE 2 (PROPRIETARY DESIGN SHOWN) STANDARD PLAN H-12 TYPE 2 SUPPORT SHEET / OF a aTEErs M,. W.AO,��:.QNK006a/ ADOPTED — CITY OF RENTON v n 4 STANDARD PLANS Ml20B0 tlalltr140111ira1,kaTipl■ o.r[ WV1s1®. L`7�0 LAST DATE: 05/0�9/2002 SP PAGE H02 t GONG. B & GUTTER NOTE 3) :E CEMENT CONCRETE DRIVEWAY ENTRANCE. TYPES 1, 2, 3, & 4 Sheet 1 OF 6 lCY p ADOPTED CITY OF RENTON STANDARD PLANS LST DATE: 04/04 DWG. NAVE:F004 SP PAGE:F004 R-341119 f 1 AS -BUILT WP 3/13/06 SURVEYED: SCALE: NOT TO SCALE -- --_-- PROJECT MANAGER: BR/AN J. DARROW,, PE - - PROJECT ENGINEER: NICOLE HERNANDEZ, PE ONE INCH ASmBLJILT ---- PROJECT DESIGNER: AT FULL SCALE JDRDAN M. AL-KAHTANI IF NOT ONE INCH NO. REVISION BY DATE APPR SCALE ACCORDINGLY 3/8" EXPANSION JOINT (TYP.) (SEE STD. PLAN F-3) CEMENT CONCRETE SIDEWALK o c I io BID ITEM 5'-D". 6' VARIES VARIES - 14' MIN. (SEE CONTRACT) 2'_ 6" 5'-0" --__.__.__ NOTE 1r o a DRIVEWAY TAPER (TYP.) CEMENT CONCRETE p CURB & GUTTER (SEE NOTE 3) PLAN VIEW PLAN VIEW CEMENT CONCRETE DRIVEWAY ENTRANCE TYPE 2 NOT TO SCALE DRIVEWAY ENTRANCE SIDEWALK (nP.) DRIVEWAY ENTRANCE SIDE SLOPE (TYP.) VARIES 6"' to 0 DRIVEWAY DRIVEWAY ENTRANCE ENTRANCE 7'-6` VARIES - 14' MIN. SIDE SLOPE SIDEWALK (SEE CONTRACT) VARIES - VARIES - DRIVEWAY TAPER 5'-0" to 0 C TO 7'-6" VARIES 2' 6" to 0 , a 3/8" EXPANSION JOINT (TYP.) CEMENT CONCRETE SIDEWALK sEcnoN (SEE STD. PLAN F-3) c 4 -0 6-0" I DEPRESSED 1/2- R (TYP.) _ �L CURB & GUTTER 2% - /J� (SEE NOTE 3) 3/8" EXPANSION JOINT — - DRIVEWAY (TYP.) (SEE STD. PLAN F-3) (BY OTHERS) secTloN 0 1/2"X4" EXPANSION MATERIAL 1/4"R AT JOINTS CEMENT CONCRETE DRIVEWAY ENTRANCE TYPES 1, 2, 3, & 4 Sheet 4 OF 6 1T Y p ADOPTED t� CITY OF RENTON ♦ 1 - STANDARD PLANS AT T O LST DATE: 04/04 DWG. NAME:F004-3 SP PAGE:F004.3 1/2"X4" EXPANSION MATERIAL 1/4"R AT JOINTS CEM. CONIC. CURB AND GUTTER SCORE LINES TO BE RADIAL A W TO CURB AND GUTTER s + �' W 1/2"X4" EXPANSION MATERIAL 1/4"R AT JOINTS - SCORE LINES B 8 "W"-WIDTH OF SIDEWALK /2"X5" EXPANSION 1/4"/FT. SLOPE MATERIAL CURB RETURN ONLY 1/2"R 1/4"/FT. SLOPE 1/2"R 4" 1/2"R PAVEMENT AS PER PLANS 4" 1 PAVEMENT AS PER PLANS 1 PARKWAY--/ - STANDARD CEM. --STANDARD CEM. CONIC. CONIC. CURB AND CURB AND GUTTER GUTTER SECTION A -A SECTION B-B SEE SHEET 2.5.1 FOR ROADWAY DEVELOPMENT STANDARDS GENERAL NOTES JOINTS: DUMMY JOINTS SHALL BE PLACED NOT TO EXCEED 15' C/C NOR LESS THAN 10' C/C. THEY SHALL NOT BE LESS THAN 3/16- IN THICKNESS AND SHALL BE EXTENDED 2- BELOW THE GUTTER LINE. 1/2- THRU JOINTS SHALL BE PLACED AT ALL COLD JOINTS AS DIRECTED BY ENGINEER AND SHALL EXTEND 1" BELOW CONCRETE, WHERE THE SIDEWALK IS TO BE PLACED AGAINST THE CURB AND GUTTER, THE JOINT SHALL BE A COLD JOINT. 1/2"X 5' EXPANSION MATERIAL SHALL BE PLACED FROM P.C.'S TO P.T.'S AT ALL CURB RETURNS. 1/2"X4" EXPANSION MATERIAL SHALL BE PLACED AT EVERY FOURTH SIDEWALK PANEL. THE CONCRETE MIX FOR SIDEWALKS SHALL CONFORM TO THE REQUIREMENTS OF CLASS B (3/4") WITH AIR ENTRAINMENT. THE CONCRETE SHALL HAVE A BROOM FINISH WITH ALL EDGES HAVING A 2 1/2" TOOLED FINISH SUBGRADE COMPACTION SHALL BE 9D% (MODIFIED PROCTOR). VERTICAL NAVD 1988 HORIZONTAL: NAD 1983/1991 . CITY OF RENTON DATUM Planning/Building/Public Works Dept. TYPICAL SIDEWALK 1, ADOPTED CITY OF RENTON STANDARD PLANS LST DATE: 04/04 DWG. NAME:F007 SP PAGE:F007 D E %A / L S P/aC4L 61-312006 FlEIDBOOK: PARK VIEW .� p PACE DRAWING NO: LUA w®6` 1 32-SHPL 05- 7 C73 L/V D-2®-®4 / ® SHEET: OF: