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Home My WebLink AboutR-392910AN 0 I LW I LL U z Z 0 C� w r z 0 w 3 EXISTING ASPHI PAVEMENT SAWCUT (SEE NOTE 2) ARTERIAL STREET MINIMUM 7" HMA (or ACP Class B) (SEE NOTE 1), OVER 6" CRUSHED ROCK RESIDENTIAL STREET MINIMUM 4" HMA (or ACP Class B) (SEE NOTE 1), OVER 6" CRUSHED ROCK NOTES: 1. MUST MATCH EXISTING THICKNESS IF GREATER. 2. SAWCUT SHALL BE POSITIONED 1' - 0" BEYOND EDGE OF DAMAGED PAVEMENT. 3. THE INTENT OF THIS DESIGN IS TO DESCRIBE PAVEMENT PLACEMENT AT 'THE GUTTER FACE. SEE STANDARD PLAN FOR CEMENT CONCRETE CURBS. F►'jIM11 IIIIIIIIIIIIIIIH2111111zE9Will PUBLIC WORKS I DEPARTMENT W" [13mm] LETTERING BOLTHOLES-3 PLCS EQUALLY SPACED 120' DRA jN T APART ON 23 1/16" (586mm) DIA B.C. S ® sT�� cQ RENTON AHEAD OF THE CURVE DRAIN (1) 1' (25mm) DIA PICKHOLE COVER BOTTOM VIEW 1 114" [32mm] LETTERING PLAN VIEW O 25" DIA. [635mm] [25mm] 3/4" [79mm] ►� 8 2 1/2'' [22222mm] [84mm] TYP COVER SECTION VIEW 26 1/2' DIA [673mm] 25 1/4" DIA [641mm] 111161 [27mm] F�NE.(IIMIEMN DIA E GASKET 6" [152mm] vs., 23 3/6" DIA CL OPEN [16mm] [594mm] 27 5/15" DIA [694mm] 34 1/8" DIA [867mm] FRAME SECTION VIEW (3) BLT SOC. (ALLEN HEAD) 5/8"-11 X 1.5 SS RUBBER WASHER EON BOLTING DETAIL 1/4" [6mm] 11/18" [27mm] 1/8' [3mm] [R3mm] GASKET GROOVE DETAIL NOTES I ALL COVERS SHALL BE LOCKING LID PER EASTJORDAN IRON WORKS INC. No. 3717C1 OR APPROVED EQUAL. SM 'CY * PUBLIC WORKS STORM ROUND FRAME AND COVER' PLAN - 204.50 DEPARTMENT �N tp MARCH 2O08 PORTION OF: NE1/4, NE1/4, SECTION 19, T. 23N., R. 05E., W.M. MIN MIN MIN MIN MIN 2" CLAS *2" TO 6" C OR C 6.5' MIN. 2" DEPTH OF GRIND OR SAWCUT AND REMOVE 6.5' MIN. 1' 1' 2.5' MIN MIN MIN MIN MIN 2" CLASS `B' CRUSHED ROCK, FLOWAhL, I ILL OR AS REQUIRED BY ENGINEER * FOR MINIMUM STANDARDS, SEE DWG# HR-05, SP PAGE H032 JOINTS IN FILTER FABRIC SHALL BE SPLICED AT POSTS. USE STAPLES, WIRE RINGS, OR EQUIVALENT TO ATTACH FABRIC TO POSTS. 6' MAX. u � POST SPACING MAYBE INCREASED TO 8' IF WIRE BACKING IS USED OF CURB OR OF PAVEMENT ;ENTER LINE OR ANE LINE S* D SURFACING TOP COURSE TYPICAL TRANSVERSE PATCH FOR FLEXIBLE PAVEMENT STY p ADOPTED I6 CITY OF RENTON STANDARD PLANS i N LST DATE:02/05 DWG. NAME: H032-1 SP PAGE: H032.1 2N2" BY 14 Ga. WIRE OR EQUIVALENT, IF STANDARD STRENGTH FABRIC USED FILTER FABRIC MINIMUM 4"x4" TRENCH BACKFILL TRENCH WITH NATIVE SOIL 2"x4" WOOD POSTS, STEEL FENCE POSTS, REBAR, OR EQUIVALENT NOTES 1. CONDITION OF USE 1.1. SILT FENCE MAY BE USED DOWNSLOPE OF ALL DISTURBED AREAS. 1.2. SILT FENCE IS NOT INTENDED TO TREAT CONCENTRATED FLOWS, NOR IS INTENDED TO TREAT SUBSTANTIAL AMOUNTS OF OVERLAND FLOW. ANY CONCENTRATED FLOW MOST BE CONVEYED THROUGH THE DRAINAGE SYSTEM TO A SEDIMENT TRAP OR POND. 2. DESIGN AND INSTALLATION SPECIFICATIONS 2.1. THE GEOTEXTILE USED MOST MET THE STANDARD LISTED BELLOW. A COPY OF THE MANUFACTURER'S FABRIC SPECIFICATIONS MOST BE AVAILABLE ON SITE. 30-100SIEVESIZE(0.60-0.15MM) FORSILTFILM A05 (ASTM D4751) 50-100 SIEV E SIZE (0.3M.15MM) FOR OTHER FABRICS WATER PERMITTIVITY(ASTM D491) 002 SEC^-1 MINIMUM GRAB TENSILE STRENCHT(ASTM D4632) 180LBS. MIN. FOR EXTRASTRENGH FABRIC 100 LBS. MIN. FOR STANDARD STRENGHT FABRIC GRABTENSILE ELONGATION (ASTM D4632) 30%MAX. ULTRAVIOLATE RESISTANCE(ASTM D4355) 70%MIN. 2.2. STANDARD STRENGTH FABRIC REQUIRES WIRE BACKING TO INCREASE THE STRENGTH OF THE FENCE. WIRE BACKING OR CLOSER POST SPACING MAY BE REQUIRED FOR EXTRA STRENGTH FABRIC IF FIELD PERFORMANCE WARRANTS A STRONGER FENCE. 2.3. WHERE THE FENCE IS INSTALLED, THE SLOPE SHALL NOT BE STEEPER THAN 2HA V 2.4. IF A TYPICAL SILT FENCE IS USED, THE STANDARD 4X4 TRENCH MAY NOT BE REDUCED AS LONG AS THE BOTTOM 8 INCHES OF THE SILT FENCE IS WELL BURIED AND SECURE IN A TRENCH THAT STABILIZES THE FENCE AND DOES NOT ALLOW WATER TO BYPASS OR UNDERMINE THE SILT FENCE. 3. MAINTENANCE STANDARDS 3.1. ANY DAMAGE SHALL BE REPAIR IMMEDIATELY. 3.2. IF CONCENTRATED FLOES ARE EVIDENT UPHILL OD THE FENCE, THEY MUST BE INTERCEPTED AND CONVEYED TO A SEDIMENT TRAP OR POND. 3.3. IT IS IMPORTANT TO CHECK THE UPHILL SIDE OF THE FENCE FOR SIGNS OF THE FENCE CLOGGING AND ACTING AS A BARRIER TO FLOW AND THEN CAUSING CHANNELIZATION OF FLOWS PARALLEL TO THE FENCE. IF THIS OCCURS, REPLACE THE FENCE OR REMOVED THE TRAP SEDIMENT. 3.4. SEDIMENT MOST BE REMOVED WHEN SEDIMENT IS 6 INCHES HIGH. 3.5. IF THE FILTER FABRIC (GEOTEXTILE) HAS DETERIORATED DUE TO ULTRAVIOLET BREAKDOWN, IT SHALL BE REPLACED. STD. PLAN - 214.00 + + PUBLIC WORKS SILT FENCE DEPARTMENT gN gyp$ MARCH 2O08 FRAME AND VANED GRATE n�A 3p, 5 s• 6" OR 12" ONE #3 BAR HOOP FOR 6" HEIGHT TWO 93 BAR HOOPS FOR 12" HEIGHT RECTANGULAR ADJUSTMENT SECTION 6�R NOTES � a Olt- Q� #3 BAR EACH CORNER F #3 BAR EACH SIDE #3 BAR EACH WAY PRECAST BASE SECTION #3 BAR EACH CORNER 18" MIN #3 BAR HOOP PIPE ALLOWANCES MAXIMUM PIPE MATERIAL INSIDE DIAMETER REINFORCED OR 12" PLAIN CONCRETE ALL METAL PIPE 15" CPSSP* 12 (STD. SPEC. 9-05.20) SOLID WALL PVC 15" (STD. SPEC. 9-05.12(1)) PROFILE WALL PVC 15" (STD. SPEC. 9-05.12(2)) * CORRUGATED POLYETHYLENE STORM SEWER PIPE 1. As acceptable alternatives to the rebar shown in the PRECAST BASE SECTION, fibers (placed according to the Standard Specifications), or wire mesh having a minimum area of 0.12 square inches per foot shall be used with the minimum required rebar shown in the ALTERNATIVE PRECAST BASE SECTION. Wire mesh shall not be placed in the knockouts. 2. The knockout diameter shall not be greater than 20". Knockouts shall have a wall thickness of 2" minimum to 2.5" maximum. Provide a 1.5" minimum gap between the knockout wall and the outside of the pipe. After the pipe is installed, fill the gap with joint mortar in accordance with Standard Specification 9-04.3. 3. The maximum depth from the finished grade to the lowest pipe invert shall be 5'. 4. The frame and grate must be installed with the flange down. 5. The Precast Base Section may have a rounded floor, and the walls may be sloped at a rate of 1:24 or steeper. 6. The opening shall be measured at the top of the precast base section. 7. All pickup holes shall be grouted full after the basin has been placed. B. All grade rings and castings shall be set in mortar in accordance with Standard Specification 9-04.3. SEE NOTE 1 ALTERNATIVE PRECAST BASE SECTION �Y STD. PLAN - 200.00 �i► �� PUBLIC WORKS CATCH BASIN TYPE 1 O DEPARTMENT MARCH 2O08 2 CITY REVISIONS TKB 1 CONSTRUCTION PERMIT SUBMITTAL TKB NO. REVISION BY T-92" DEPTH: 3.52' TO IE OUT 44.. CONVERSION RISER #45 EACH SIDE OF OPENING ONE #4 BAR HOOP �Y STD. PLAN - 200.40 PUBLIC WORKS CONVERSION RISER O DEPARTMENT MARCH 2O08 CONSTRUCTION RECORD DRAWING I HEREBY DECLARE THAT TO THE BEST OF MY KNOWLEDGE THE INFORMATION PRESENTED ON THESE PLANS REPRESENTS THE AS -CONSTRUCTED CONDITIONS AS OF FEBRUARY 19, 2019. THE INFORMATION SHOWN ON THESE RECORD DRAWINGS WAS COMPILED FROM CONTRACTOR NOTES AND REDLINES. NIKOLAI BOSSOFF 02/19/19 a J NAME DATE R-3929010 LICENSE # 29631 Q APPROVED FOR CONSTRUCTION P� B� O F WASyI SS SUBJECT TO ERRORS AND OMISSIONS o o BY: DATE: FG IST �631��Q �� O�FSSIONAL Q BY: DATE: E Nick Bossoff Engineering, Inc. U 191 NE Tari Lane BY: DATE: I� Stevenson, WA 98648-4201 z EXPIRES 7/2/19 Phone: (425) 881-5904 BY: DATE: /0 SURVEYED: PACE SCALE: 1»=20' VERTICAL: NAVD 1988 HORIZONTAL: NAD1983/1991 DATUM 1dDATE Y ° CITY 0� Q� + + �F o� RENTON NT Planning/Building/Public Works Dept. RENTON SONIC DETAILS DATE: 02/19/19 V / z O 7� DESIGNED: NB FIELDBOOK: PAGE: ;/21 /17 NB DRAWN: TKB ONE INCH DRAWING N0: /28/16 NB CHECKED: NB Al FULL SCALE IF NOT ONE INCHLU SCALE ACCORDINGLY APPR APPROVED :NB SHEET: OF: 16