The URL can be used to link to this page

Home My WebLink AboutR-395514LO LO M co I 0 `W 1 Z 5O CL G O U Z O I- Z W rr 1;i a z J M Kramer Industries, Inc. 140 Ethel Road West phone: 888-515-9443 Unit U fax: 732-650-0556 Piscataway, NJ 08854 www.KramerindustriesOnline.com "Right From The Start" Silicon Carbide Grit #360 Mesh Typical Physical Properties Color Black Grain Shape Angular Magnetic Content 0.2 - 0.5 % Hardness 9.5 Mohs Specific Gravity 3.2 Proximate Chemical Analysis Sic 98.58 % Fe 0.11 % c 0.05 ( Al 0.02 % Si 0.80 % CaO 0.03 % S1102 0.30 % Mg0 0.05 % Particle Size Distribution Specification (microns) Size Distribution Lower Limit Upper Limit Result2 Ds 33 0.0 41.1 39.58 Ds 504 20.1 23.1 22.57 Ds 945 11.6 100.0 12.08 Notes: FEPA42.GB.1984 R-1993 (Sedigraph) ' Results obtained using Sedigraph settling test. 2 Results of a recent batch. a DS 3 result indicates that 3% of distribution is the result and larger. DS 50 result is median of particle size distribution. 5 DS 94 result indicates that 94% of distribution is the result and larger. SILICON CARBIDE BLAST MEDIA SPEC design PLLC A CIVIL ENGINEERING COMPANY 219 First Avenue S., Suite 401 Seattle WA 98104 206 402 4644 L 1/12� � ° . .4f a✓bP 4 --F O r • ,� a ■ bW a 'SI9'S/8 P P )r 10" tEA rig TYPE "A" BLOCK �0a c¢ v J L . i5 TYP E 1 b. TYPE 2 S' 0.08" 4"'- 0.08 4"t 4"t r it SECTION A -A SECTION B-B 2 :. TYPE "r," PI rlr,ll RPM TYPE 2 RAISED FACE COLORS Type 2a White and Red Type 2c Yellow and Red Type 2d Yellow and Yellow Type 2e White - One Side Only Type 2f Yellow - One Side Only Raised Pavement Markers and Precast Block RAISED PAVEMENT MARKERS (RPM) q.- Traffic Curbs 2 BID ADDENDUM # 1 3 BID ADDENDUM # 2 5 CONSTRUCTION ASI-1 N0. 1 REVISION U'A CITY OF RENTON _ STANDARD PLANS LST DATE:2.Oct-87 DWG NAME: IM-08 SP PAGE: H007 18/2017 1/15/2017 BY I DATE 1' 1' VARIES MIN I MIN MIN I MIN -rxar�r.Sr� IN THE EVENT TRANSVERSE PATCHES EXIS' WITHIN THE AFFECTED STREET, THE LENGD OF THE PATCH SHALL BE EXTENDED TO INCLUDE ANY EXISTING PATCH WITHIN 10 FEET OF THE EDGE OF THE PATCH REQUIR FOR THE NEW CROSSING AND ANY SUBSEQUENT PATCH EDGE WITHIN 10 FEET OF THE EDGE OF THE SECOND PATCH AND SO ON UP TO A TOTAL OF 300 FEET. TRAFFIC FLO 2" HMA 2" TO 8" H )F GUTTER OR )F PAVEMENT :ENTER LINE OR ANE LINE r� 6.5' MIN. --"i 2" DEPTH OF PLANING OR SAWCUT AND REMOVE VARIES: 6.5' MIN. T.111N I1VARIES �I DEPTH OF EXISTING PAVEMENT MIN I MIN I MIN % -{- 2" SAWCUT AND REMOVE OR PLANE, SEAL WITH AR-4000W (EACH SIDE) 2" HMA SAWCUT AFTER BACKFILL - (EACH SIDE) WIDTH OF TRENCH AS REQUIRED BY SIZE OF PROPOSED IMPROVEMENT (SEE STANDARD SPECIFICATION 2-09-4) PLUS AN ALLOWANCEE FOR FOR ANY SHORING. SHORING, IF NEEDED, SHALL MEET THE REQUIREMENTS OF WSDOT STANDARD SPECIFICATION 7-08.3(1)B TRENCH WIDTH 2" - 6" MIN. HMA (SEE NOTE 2) 6" CRUSHED SURFACING TOP COURSE (CSTC) (9-03.9(3)) PER WSDOT STANDARD SPECIFICATIONS, COMPACTED TO 95X MODIFIED PROCTOR, BANK RUN GRAVEL FOR TRENCH BACKFILL 19), GRAVEL BORROW (9-03.14(1)) PER STANDARD SPECIFICATIONS OR NATIVE IAL IF APPROVED IN WRITING BY ENGINEER ON GEOTECH REPORT, COMPACTED TO 95X =D PROCTOR. PIPE ZONE BEDDING: MATERIAL- SEE STANDARD PLAN 110.1. FOR NOTES, SEE STANDARD PLAN 110.1 TYPICAL TRANSVERSE PATCH FOR PUBLIC WORKS SM.' PLAN - 110 • DEPARTMENT FLEXIBLE PAVEMENT OR RIGID PAVEMENT WITH OVERLAY 16 VARIES: 4.5' MIN. LANE LINE MARKING SAWCUT AFTER BACKFILL - DEPTH OF EXISTING PAVEMENT 2" - 6" HMA (SEE NOTE 2) 1 1. EDGE OF PAVEMENT,�EDGE OF CURB & GUTTER, OR MIN. MIN. CENTER OF LANE MARKING 2" HMA (SEE NOTE 2) 6" CRUSHED SURFACING TOP COURSE (CSTC) (9-03.9(3)) PER WSDOT STANDARD 2" SAWCUT AND REMOVE SPECIFCATIONS, COMPACTED TO 95% OR PLANE, SEAL WITH MODIFIED PROCTOR AR-4000W CSTC, BANK RUN GRAVEL FOR TRENCH BACKFILL (9-03.19). GRAVEL BORROW (9-03.14(1)) PER WSDOT STANDARD SPECIFICATIONS OR NATIVE MATERIAL IF APPROVED IN WRITING BY ENGINEER BASED ON GEOTECH REPORT, COMPACTED TO WIDTH OF TRENCH AS REQUIRED BY SIZE OF 95% MODIFIED PROCTOR. 0 PROPOSED IMPROVEMENT (SEE WSDOT . STANDARD SPECIFICATION 2-09.4) PLUS AN PIPE ZONE BEDDING MATERIAL AND COMPACTION AS ALLOWANCE FOR ANY SHORING. SHORING, IF REQUIRED BY THE WSDOT STANDARD SPECIFICATIONS NEEDED, SHALL MEET THE REQUIREMENTS OF FOR THE TYPE OF IMPROVEMENT INSTALLED, EXCEPT: WSDOT STANDARD SPECIFICATION 7-08.3(1)B L I + FOR STORM AND WATER PIPE, PER STD PLAN 220. • FOR SANITARY SEWER, PER STD PLAN 405 TRENCH WIDTH ' FOR JOINT UTILITY TRENCH, SAND WITH 95% PASSING A #4 SIEVE AND LESS THAN 5% PASSING A #200 SIEVE N 0 TES: 1. WHEN EXISTING PAVEMENT IN A LANE REQUIRING A FULL MOTH REPLACEMENT IS BROKEN OR DETERIORATED TO A PAVEMENT CONDITION INDEX RATING OF 70 OR LESS, THE EXISTING PAVEMENT IN THAT LANE, AND FOR THAT DISTANCE SO CLASSIFIED, SHALL BE REMOVED AND REPLACED WITH HMA MATCHING THE DEPTH USED IN THE EXISTING STREET OR THE DEPTH PER CITY STANDARD, WHICHEVER IS GREATER. 2. PRINCIPAL/ MINOR/COLLECTOR, ARTERIAL, & INDUSTRIAL ACCESS STREETS - MATERIAL AND THICKNESS SHALL BE HMA CL }" PG 64-22 AND MATCH EXISTING THICKNESS AND IN NO CASE LESS THAN 6". RESIDENTIAL ACCESS STREETS - HMA CL }" PG 64-22. THE THICKNESS SHALL BE THAT OF THE EXISTING PAVEMENT SECTION AND IN NO CASE LESS THAN 4". 3. WHEN THE "SAWCUT AFTER BACKFILL" ENCROACHES INTO AN ADJACENT LANE, CURB & GUTTER OR SHOULDER, THE AFFECTED LANE SHALL BE PLANED AND OVERLAID WITH HMA FULL WIDTH, THE CURB & GUTTER SHALL BE REMOVED AND REPLACED, OR THE SHOULDER SHALL BE PLANED OR REMOVED AND OVERLAID WITH HMA. 4. IF TRENCH UNDERMINES EXISTING SIDEWALK AND/OR CURBS, THEN THE SIDEWALK AND/OR CURB SHALL BE REPLACED FROM EXPANSION JOINT TO EXPANSION JOINT. 5. IF TRENCHING THROUGH EXISTING DRIVEWAY OR SIDEWALK RAMP, THE DRIVEWAY OR SIDEWALK RAMP SHALL BE REPLACED TO MEET ADA STANDARDS. TYPICAL LONGITUDINAL PATCH STD, PLAN - 110.1 PUBLIC WORKS FOR FLEXIBLE PAVEMENT OR PPR VGll DEPARTMENT RIGID PAVEMENT WITH OVERLAY D.E s: "+ 5Ta kk. r '� , �� c ; R ° -'q c c, '� P v..' 1 t . ig '' ,gW3'Y,s r er't 5.s` t - ' •a'r+T,* U a .. .. Lane Line .: `..: ..'.., .1... NOTES; - NO �., ':. ..r • -< : - ° Y air Right Edge Line ' 1. Recessetl pavement morkers, when specified, sholl be installed at the I 30' 110' 40' d ' 15" _I - locations shown for Type 2W RPM's on multilane one way roadways, an o o type 2YY RPM's on two lane two way roadways. 80, J MULTILANE ONE WAY TRAFFIC M-1. For lane lines. Type 2W RPM'S shall be spaced at 80' intervals on ° Type 2W RPM `Type 2Y RPM Left Edge Line " tangents and horizontal curves with a radius of 5000' or more, and (See Note M-1 (See Note M-2) and M- 3) 40' intervals on horizontol curves having rodii of less than 5000 RPM POSITIONING GUIDE SPACING FOR MULTILANE ONE WAY TRAFFIC M-2. When specified • Type 2Y RPM's shall be placed outside the left edge line. Placement is shorn on "Left Edge of Lone Placement". TWO LANE TWO WAY TRAFFIC Skip Center Line Type 2YY RPM Edge Line -'. x T-l. For center lines, Type 2YY RPM's shall be spaced at 80' intervals on tangents and horizontal curves with o radius of 5000' or more, and 40 nterva Is on hor zontal curves having rad less than 5000' 10'30' 10' 1.IS' IS' 10" 30' 10' 15' Type 2YY RPM's are to be centered between skip lines. ' 1 BO' 80' (See Note T 1) n y rk� s Edge Line ti, RPM POSITIONING GUIDE SPACING FOR TWO LANE TWO WAY TRAFFIC r ...,•... )Ye .+" %. <„ _ _s Toper Length Flat Toper Length Traffic Lane Type 2 RPM Raised Face Colors �7. e YY ellow and ellow p� D•R,C'� Marker 4 pe 2W white - one side onl �O A�o1 rASHv'17 I. Recess Length Type 2Y RPM ype 2Y iyello. - one side only PLAN vlEw LEFT EDGE OF LANE PLACEMENT type 1 RPM Colors (see Note M-2) a IN whlte Top of Pavement Marker pe IY ye ow �0A f 2+ass 60 Top of Pavement Type 2YY RPM (Two wOyl E' C, S7bo• Type 2W RPM lone way) /ONAL 1 t 40 Adhesive 40 EZPtRES OCTOBER 26. 2000 0 MIN MAX: RAISED PAVEMENT ELEVATION vtew MARKING DETAILS - RECESSED PAVEMENT MARKER DETAILS STANDARD PLAN H-3 ADOPTED a CITY OF RENTON STANDARD PLANS aw.a+ LAST DATE: 04/14/2000 a s ��^.T''�•a�, aziX,'~� �,a' '�s �r}bT,�t� gi'� s.. i t �N,LO r, p SP PAGE H007.2 R-395514 IN COMPLIANCE WITH CITY OF RENTON STANDARDS CALL 48 HOURS BEFORE YOU DIG! 811 SURVEYED: SCALE: DATE: VERTICAL: 1983/1991 CITY OF RENTON COMMONS LLC 11/15/2017 DRAWN: DTTG 1 = 10 215 WHITWORTH AVE S, RENTON, WA 98057 PAGE: DRAWN: RENTON PAGE: TTG ONE INCH DATU M • DRAWING NO: CHECKED: AT FULL SCALE Planning/Building/Public Works Dept. COR STD DETAILS C7.6 MJE IF NOT ONE INCH AP P R APPROVED SCALE ACCORDINGLY SHEET: 15 OF: 15 LO LO T 0 0 T W1 LJ T n W 0 m Cn Z O 73 2 O U Z O I- Z W Ir