The URL can be used to link to this page

Home My WebLink AboutTED4003196.5w Q Z F- U W O D_ ti x 1 1 /4°' FOUNDARY NAME 1/2" LETTERS RECESSED TO BE FLUSH m w Z) U O � _ VIZ6 � S1NVinIlOd ON dV4 WV32ilS Ol TOP VIEW 23 3/4" 7 /16" I - IiU 1 I UM VI_W I LEVELING PADS 8 — 3/4"X 1 3/4"X 1 /8" 7 1 /4" FOR MACHINING CLEARANCE BAR 1" THICK TYP. 4 PLACES BARS 1 5/8" THICK THIS AREA BARS 1 3/8' THICK THIS AREA 7/8" TYP. SLOT 3/4" 1 1 /4" I Iv 1 3/4" 2 1/2- 2" END VIEW 11 /16'J� R— 7 1 /4" 1 3 /8" �---- 1 3/ 4" --� 7/8" 3/4" ROUND TANGENT BETWEEN ELLIPTICAL TWO RADII 23 1 /2" �_ �3/4„ OPTIONAL DESIGN FOR GRATE OPENING ENDS 1/2" SIDE VIEW 5/8�s SURFACE WATER UTILITY CATCH BASIN FRAME & GRATE DETAILS NOTES: IL (SHEET 1 OF 2) 1. SLOT FORMED AND RECESSED FOR 5/8"-11 NC X 2" SOCKET HEAD � (ALLEN HEAD) BOLT. Y ADOPTED 2. GRATE SHALL BE DUCTILE IRON. om/ Q'" CITY OF RENTON 3. SHALL CONFORM TO SEC. 9-05.15 OF THE STANDARD SPECIFICATIONS, (41 '�r� STANDARD PLANS 4. USE VANED GRATE IN CURB LINE. pFN-�O`� LST DATE: 12/96 5. USE FRAME SHOWN IN STANDARD DETAIL D-7• 6. GRATE IS OLYMPIC FOUNDRY #SM50G OR EQUAL. 12 96 REFORMAT TO 11"A7 EDV�AP DATE REVISION BY DWG. NAME: BR-18 SP PAGE: B020.1 LEVEL PADS (16) 3/4"X 2 1 /4"X 1 /8" 25" 31" PLAN 18"x24" 9/16" 1 1 /2" (+1 /32", —0" TYP) I— �--� 16"x22°' —I 3/4" 17 3/4"x23 3/4" (+1 /32", —0" TYP) 25"x31" NOTES: ELEVATION 1. DRILL AND TAP FOR, AND PROVIDE, TWO LOCKING BOLTS 5/8"-11 NC STAINLESS TYPE 304 STEEL SOCKET HEAD (ALLEN HEAD) BOLTS, 2" LONG. 2. FRAME MATERIAL IS CAST IRON PER ASTM A48 CLASS 30 OR BETTER. 3. SET FRAME TO GRADE AND CONTRUCT ROAD AND GUTTER TO BE FLUSH WITH FRAME. 3. FRAME IS OLYMPIC FOUNDRY #SM50 OR EQUAL. CEMENT CONCRETE CURB ram'= GUTTER VERTICAL CURB EXTRUDED CURB CATCH BASIN WALL CATCH BASIN WALL EXTRUDED CURE SURFACE WATER UTILITY CATCH BASIN FRAME & GRATE DETAILS (SHEET 2 OF C) ADOPTED CITY OF RENTON �.,.� ,� STANDARD -;.ANS �' N �( Cf LST DATE: 12/96 DWG. NAME: BR-18A SP PAGE: B020,2 CATCH BASIN FRAME & GRATE NTS AS � Kir Cramer Northwest Inc. (253)852-4880 (local) or 1—(800)251-0189 (toll free) (253)852--4955 (fax) TONAL E Z 4 E—MAIL: cni®cramernw.com EXPIRES 11/26/2005 -It*.06 SECTION 4, T 23 N, R 5 E 1 /2"X4" EXPANSION MATERIAL 1 /4"R AT JOINTS--, SCORE LINES TO BE RADIAL TO CURB AND GUTTER ---� + 1 /2"X4" EXPANSION MATERIA 1 /4"R AT JOINTS "W"—WIDTH OF SIDEWALK 1 A EXPANSION MATERIAL CEM. CONC. CURB AND GUTTER 1 /4"R AT JOINTS GENERAL NOTES: SCORE LINES 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. B B 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 21/2" TOOLED FINISH, SUBGRADE COMPACTION SHALL BE 90% (MODIFIED PROCTOR) 1 /2"X5" EXPANSION MATERIAL 1 /4"/FT. SLOPE CURB RETURN ONLY 7 1 /2"R 1 /4"/FT. SLOPE 1 /2"R ® 4" 1 /2"R `J PAVEMENT AS PER PLANS 4" PAVEMENT AS PER PLANS STANDARD CEM. CONIC. PARKWAY STANDARD CEM. CONIC. CURB AND GUTTER CURB AND GUTTER SECTION A —A SECTION B—B SEE SHEET 2.5.1 FOR ROADWAY DEVELOPMENT STANDARDS t R 51. R vi" R —Top of curb at approach T; '' y=" 61/2" CEMENT CONCRETE BARRIER ADOPTED CI'rYOFREi•PrCIN CURB AND GUTTER ,ate + Standard Plans ¢�,N Lst DatcMar 1. 3 1992 -01 SP PAGE F001 CURB 8c GUTTER 2-r3 " S-i�-92 Rwiw�1 b�rOsr curb tttlw. NTS (TYP) ALTERNATE 1 � A �✓ SIDEWALK AND PLANTER STRIP 2 (TYP) �`r�Q� j'�s• I DATE I REVISION I BY (APPR SIDEWALK NTS 2 7 (TYP) VZ." Gu. A DRIVEWAY OR ALLEY SEE ZONING CODE FOR FOR MAX & MIN WIDTHS L-10" COMMERCIAL ZONE 6" RESIDENTIAL ZONE 0 cw, A v 6' MIN L,-v OQ 2 (TYP) U CL mQ CURB AND GUTTER SHOWN HOWEVER, OTHER CURBS MAY BE USED. (SEE STANDARD PLANS) TYPICAL SIDEWALK ADOPTED U\ 'n CITY OF RENTON STANDARD PLANS 'AiN t O� LST DATE: 12/96 DWG, NAME: FR-02 SP PAGE: F007 R-3Il605 �18°W SEE DETAIL "A'° SECTION A -A ?s JOINT 3/16"' SCORE LINE 2 ALTERNATE ERNATE 2 / B SIDEWALK NEXT TO CURB 10" COMMERCIAL ZONE (NO PLANTER STRIP) �18°' 6" RESIDENTIAL ZONE THICKENED BASE OF CURB & GUTTER DETAIL A TO MATCH APPROACH THICKNESS ON COMMERCIAL APPROACHES. (TYP) APPROACH WITH NOTES: MONOLITHIC CURB 1. DUMMY JOINTS SHALL BE PLACED NOT TO EXCEED 15' C/C NOR LESS THAN 10' C/C. THEY SHALL SEE NOTE 5 NOT BE LESS THAN 3/16" IN THICKNESS AND SHALL BE 2-1/4" DEEP. 2. 1 /2" THRU JOINTS SHALL BE PLACED AT BACK, SIDES AND FRONT (BEHIND CURB) OF APPROACH, AND IN CURB/GUTTER TO DUMMY JOINTS, CEMENT CONCETE APPROACH 3. CEMENT CONCRETE SHALL BE CLASS 3000 AIR ENTRAINED. 4, ALL JOINTS SHALL BE CLEANED AND EDGED. FOR DRIVEWAYS AND ALLEYS 5. APPROACH SHALL NOT BE POURED INTEGRAL WITH CURB AND GUTTER, BUT MAY BE POURED Y ADOPTED 6. INTEGRAL WITH STANDARD CURB (SEE DETAIL "A"). SUBGRADE COMPACTION SHALL BE 95% MODIFIED PROCTOR. CITY OF RENTON 7. APPROACH CENTERLINE TO MATCH THE DRIVEWAY/ALLEY CENTERLINE, F STANDARD PLANS THE APPROACH WIDTH WILL BE 10' WIDER THAN THE DRIVEWAY/ N (� LST DATE: 12/96 ALLEY WIDTH. 10/22/96 Edited graphics, text. Added note 7. jDCV I DRT DATE REVISION I BY 1APPR'DI DWG. NAME: FR01 N SP PAGE: F006 DRIVEWAY APPROACH (4 NTS 7 SURVEYED: SCALE: CNN 19 HOR ZONTAL. NAD 1983/1991 i► DESMED: J. CITY OF LSK .� DRAWN; RENTON LSK ONE INCH DATUM CHECKED; SK AT FULL SCALE Planning/Building/Public Works Dept. IF NOT ONE INCH NO. REVISION BY DATE APPR SCALE ACCORDINGLY I SCANNI'O APR 2 2 Yv6 RECOMMENDED FOR APPROVAL BY: DATE: BY: DATE: BY: DATE: BY: DATE: DATE: DALPAY SHORT PLAT 9-28-04 FOR JIM DALPAY FlELD0001f: PAGE: DRAWING NO: DRAINAGE & ROAD DETAILS % t1EET: or: 7 9 A N N AA T.