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Home My WebLink AboutR-405421VJ z J r2 V 2 W 2 I- I- < � V J rr W U 0: w Q z CURB OR CURB AND GUTTER MATCH TOP OF HOOD TO TOP OF CURB (TYP.) HOOD I ISOMETRIC VIEW CATCH BASIN GRATE 3" \� SEE DETAIL BELOW II 1 - 34" (WIDE SIDE) CATCH BASIN TYPE 1 -40" (WIDE SIDE) CATCH BASIN TYPE 1 L 29" MIN. 1" MIN. (TYP.) 20 1/4" 1 1/2" MIN DO NOT INSTALL SAFETY BAR / DEBRIS GUARD (TYP) I ° 20" x 24" VANED GRATE SEE NOTE 4 (TYP.) FRAME / SEE NOTE 2 2g (TYP.) 24 1/4" MIN. HOLE OR SLOT FOR ATTACHING HOOD no TOP VIEW NOTES: 1. THE INLET REQUIRES THE PRECAST CATCH BASIN TO BE ROTATED 90 DEGREES SO THAT THE NARROW SIDE IS PARALLEL TO THE CURB. WHEN CALCULATING OFFSETS FROM THE CURB TO CENTERLINE OF THE PRECAST CATCH BASIN, PLEASE NOTE THAT THE CENTERLINE OF THE GRATE IS NOT THE CENTERLINE OF THE PRECAST CATCH BASIN. 2. THE DIMENSIONS OF THE FRAME AND HOOD MAY VARY SLIGHTLY AMONG DIFFERENT MANUFACTURERS. HOOD UNITS SHALL MOUNT OUTSIDE OF THE FRAME. THE HOOD MAY INCLUDE CASTING LUGS. THE TOP OF THE HOOD MAY BE CAST WITH A PATTERN. SAFETY BARS ARE NOT ALLOWED ON THE HOOD. 3. ATTACH THE HOOD TO THE FRAME WITH TWO 3/4" x 2" HEX HEAD BOLTS, NUTS, AND OVERSIZE WASHERS. THE WASHERS SHALL HAVE DIAMETERS ADEQUATE TO ASSURE FULL BEARING ACROSS THE SLOTS. 4. FOR BOLT -DOWN GRATES, PROVIDE TWO HOLES IN THE FRAME THAT ARE VERTICALLY ALIGNED WITH THE GRATE SLOTS. TAP EACH HOLE TO ACCEPT A 5/8" x - 11 NC x 2" ALLEN HEAD CAP SCREW. LOCATION OF BOLT -DOWN HOLES VARIES AMONG DIFFERENT MANUFACTURERS. SEE BOLT- DOWN DETAIL. 5. ONLY DUCTILE IRON VANED GRATES SHALL BE USED. SEE STANDARD PLANS 204.20 AND 204.30. 6. THIS PLAN IS INTENDED TO SHOW THE INSTALLATION DETAILS OF A MANUFACTURED PRODUCT. IT IS NOT THE INTENT OF THIS PLAN TO SHOW THE SPECIFIC DETAILS NECESSARY TO FABRICATE THE CASTINGS SHOWN ON THIS DRAWING. SEE NOTE 1 , -_ ` -_ \ SECTION A i - 51/2" \ \ R1" HOOD LEVEL � 1 \ + �6 MIN. 1/2" MIN. \ OPENING 4EIT " MN. TOP OF GRATE I SEE NOTE 3 i FRAME \ / DETAIL SECTION A i i UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS) STD. PLAN - 203.00 PRI PUBLIC WORKS OPEN CURB FACE FRAME AND GRATE PR D: DEPARTMENT INSTALLATION GAZ 9/28/2018 Public Works Administrator DATE 7-1/2" X 7-1/2" PRESSURE TREATED CEDAR POST 1/2" (ED 45- CHAMFER ALL EDGES - (2)#4 HORIZ. TOP & BOTTOM & (2)#4 VERTICAL (PER SIDE) 1/4" CHAMFERS CRUSHED SURFACING TYPE 'B' 1" 0 45' CHAMFER ALL AROUND TOP PAINT TOP 5" WHITE ALL AROUND REFLECTIVE MARKER (TYPICAL BOTH SIDES) 1" DEEP NOTCH ALL AROUND GALVANIZED STEEL HASP FOR LOCK 2 x6" STEEL HINGE WELDED TO 9-1/4"x9-1/4" STEEL DOOR 'MTH 3/4" RADIUS ON 2 OPEN CORNERS 30" ND PLATE SPACER. �_1/4" GALVANIZED STEEL PLATE SPACER 1/2" DIA. x 2" ANCHOR BOLT, WELDED TO SPACER __2%3/8" JOINT MATERIAL 12" NOTE: 2" MINIMUM CLEARANCE BETWEEN REBAR & CONCRETE SURFACE. Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) REMOVABLE WOODEN BOLLARD ADOPTED CrrY OF RENTON .. STANDARD PLANS T 1ST DATE:04/04 DWG. NAME: H021 SP PAGE:H021 L, PIE[) ov WAs/l/ ' C J ST2 C} �SSIONAL �� •IA b� :4 SE 1/4 SECTION 14, TOWNSHIP 23 N, RANGE 5 E, W.M. CEDARS A T THE HIGHLANDS 112" BOLT -DOWN SLOT, SEE DETAIL AND W4" NOTE 1 1 114"� I � I 5/6" I I I BOLT -DOWN SLOT DETAIL L _ _ _SEE NOTE 1 LETTERING ISOMETRIC 24" 4 EQUAL SPACES � � 4 EQUAL SPACES 1 5/8" MAX. -T 1" 20" SECTION B NOTES: 1. BOLT -DOWN CAPABILITY IS REQUIRED ON ALL FRAMES, GRATES, AND COVERS, UNLESS OTHERWISE SPECIFIED. PROVIDE TWO HOLES IN THE FRAME THAT ARE VERTICALLY ALIGNED WITH THE GRATE OR COVER SLOTS. THE FRAME SHALL ACCEPT THE 5/8"A 1 NC x 2" ALLEN HEAD CAP SCREW BY BEING TAPPED, OR OTHER APPROVED MECHANISM. LOCATION OF BOLT -DOWN HOLES VARIES BY MANUFACTURER. 2. REFER TO STANDARD SPECIFICATION 9-05.15(2) FOR ADDITIONAL REQUIREMENTS. 3. USE ONLY IN SAGS ON VERTICAL CURVES. 4. FOR FRAME DETAILS, SEE STANDARD PLAN 204.00. UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS) STD. PLAN - 204.30 iba PUBLIC WORKS RECTANGULAR BI-DIRECTIONAL PPR D "` DEPARTMENT VANED GRATE GAZ 9/28/2018 VANIF Public Works Administrator DATE I'rPL 1. CFF.`.R `0.`T ERTIUi _ "PEP 51: . F' ,yPil. U!r_ I:•111, UF: CI I AI�?AC, 31 IV41 3A - C 1'CRETE 'S-F.F.4._E. D.R. STRONG CONSUL TING ENGINEERS ENGINEERS PLANNERS SURVEYORS 620 - 7th AVENUE KIRKLAND, WA 98033 O 425.827.3063 F 425.827.2423 I IF- L?' I' C: 45' 'i_H_1.1FEP. AL_ _RO_`JE: _C' FA.IHT T P E :r T= r._L .A'CI-1.1 =i L,_C'l= 'T'N' d FETE =UF UR:'.II I'•.CE I YT2TJ R iJARP. :1DOPT7.P, • � Sr rDkED PLANS 1.71 DATE: 7'I: 71 1 CITY COMMENTS 02.19.19 1 CITY COMMENTS 05.03.19 NO. I REVISION 4", 6", 12", OR 24" JR 6" HEIGHT ENPAC INCREMT (SED EQUALLY), SEE NOTE 1 RECTANGULAR ADJUSTMENT SECTION REDUCING SECTION #3 BAR EACH CORNER #3 BAR EACH SIDE #3 BAR EACH WAY J PRECAST BASE SECTION URIPUBLIC WORKS DEPARTMENT NOTE, ALL THROUGH CURB INLETS MUST HAVE BI-DIRECRONTAL GRA TES DRD 04.11.19 YLP SURVEYED: JGR CYW 06.20.19 YLP DESIGNED: YLP DRAWN: GLB CHECKED: YLP BY DATE APPR APPROVED PIPE ALLOWANCES MAXIMUM PIPE MATERIAL INSIDE DIAMETER REINFORCED OR PLAIN 18" CONCRETE ALL METAL PIPE 21" CPSSP", STD. SPEC. 9-05.20 18" SOLID WALL PVC, STD. SPEC. 9-05.12(1) 21 PROFILE WALL PVC, STD. SPEC. 9-05.12(2) 21 CORRUGATED POLYETHYLENE STORM SEWER PIPE NOTES: 1. AS ACCEPTABLE ALTERNATIVES TO THE REBAR SHOWN IN THE PRECAST BASE SECTION, FIBERS (PLACED IN ACCORDANCE WITH STANDARD SPECIFICATION 9-05.50(9)). 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. AS AN ACCEPTABLE ALTERNATIVE TO THE REBAR SHOWN IN THE RECTANGULAR ADJUSTMENT SECTION, WIRE MESH HAVING A MINIMUM AREA OF 0.12 SQUARE INCHES PER FOOT MAY BE USED. 2. THE KNOCKOUT DIAMETER SHALL NOT BE GREATER THAN 26". 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 H:24V 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 INLET HAS BEEN PLACED. USE GROUT TYPE 2 FOR NON -SHRINK APPLICATIONS IN ACCORDANCE WITH STANDARD SPECIFICATION 9-20.3(2). 8. ALL GRADE RINGS AND CASTINGS SHALL BE SET IN MORTAR IN ACCORDANCE WITH STANDARD SPECIFICATION 9-04.3. THEN APPLY MORTAR TO INSIDE AND OUTSIDE OF ALL JOINTS, RINGS, RISERS, AND FRAMES. 9. MORTAR SHALL BE MIXED AND APPLIED PER MANUFACTURER'S DIRECTIONS. 10. FRAME SHALL BE ADJUSTED TO PAVEMENT GRADE BY TAPPING UNTIL FRAME IS FLUSH WITH PAVEMENT AS DETERMINED WITH A STRAIGHT EDGE OF SUFFICIENT LENGTH. 11. ALL MORTAR JOINTS SHALL BE TRIMMED FLUSH AND REMAIN VISIBLE UPON COMPLETION. #3 BAR HOOP SEE NOTE 1 ALTERNATIVE PRECAST BASE SECTION CATCH BASIN TYPE 1L #3 BAR EACH CORNER 18" MIN. UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS) STD. PLAN - 200.10 APPR D: GAZ 9/28/2018 I Public Works Administrator DATE PATCHED AREA SEAL WITH AR 4000 OR APPROVED -/ EQUAL AND DRY SAND AFTER PLAN PATCHING NTS OUTSIDE DIAMETER OF (SEE NOTE 9) ADJUSTMENT RING AND X SEE NOTE 2 X BOTTOM OF FRAME -i MORTAR JOINT(S) (3/8" MIN.-2" MAX.)—] L ADJUSTMENT RING (1" MIN.). SEE SEE NOTE 3 AND SPECIAL PROVISION NOTE 6. 7-05.3(1). SECTION A -A NOTES 1. REMOVE PAVEMENT AND BASE MATERIALS FOR A DISTANCE 5. CONSTRUCTION AND ADJUSTMENT SHALL BE PERFORMED WHICH IS EQUAL TO THE DIAMETER OF THE FRAME PLUS ONE ONLY BY A JOURNEYMAN MASON. FOOT (MIN.). ADJUST CASTING FRAME TO PAVEMENT SURFACE USING RISER RINGS AND MORTAR. 6. ADJUSTMENT OF THE FRAME TO GRADE SHALL BE ACCOMPLISHED WITH ADJUSTMENT RINGS AND MORTAR ONLY. 2. REPLACE EXCAVATED MATERIAL WITH A MINIMUM OF 8" OF THE USE OF SHIMS IS PROHIBITED. HMA CLASS'" PG 64-22 (OR TO A DEPTH THAT IS 2" BELOW THE BOTTOM OF THE UPPER ADJUSTMENT RING WHICHEVER 7. FRAME SHALL BE ADJUSTED TO PAVEMENT GRADE BY IS GREATER) OR AS APPROVED BY THE ENGINEER. TAPPING UNTIL FRAME IS FLUSH WITH PAVEMENT AS DETERMINED WITH A STRAIGHT EDGE OF SUFFICIENT LENGTH. 3. ADJUSTMENT RINGS AND FRAME SHALL BE FULLY BEDDED IN MORTAR. MORTAR SHALL BE ASTM C270 FOR TYPE S. 8. ALL MORTAR JOINTS SHALL BE TRIMMED FLUSH AND REMAIN VISIBLE UPON COMPLETION. 4. MORTAR SHALL BE MIXED AND APPLIED PER MANUFACTURERS DIRECTIONS. 9. X= 1'-0" MIN. TO 2'-6" MAX. - PER ENGINEER'S INSTRUCTION M. PLAN - 106 • PUBLIC WORKS TYPICAL CONSTRUCTION A ROVED --- - 37�i, DEPARTMENT AND ADJUSTMENT OF *DAE MANHOLE RISERS P.bD atrator . W CD C) C) T I D J LOX C) Q 1 T V J R-405421 z IN COMPLIANCE WITH CITY OF RENTON STANDARDS J Fbbannwalrth ENT ENGINEERING 4 07/01 /2019 _ W SURFACE WATER UTILITY _ jfarah 07/05/2019 ~ SCALE: DATE: VERTICAL: NAVD 1988 • AS NOTED HORIZONTAL: NAD 1983/1991 CEDARS C T Y 0 AT THE HIGHLANDS o 1.29.19 STORM DRAINAGE DETAILS FIELDBOOK: 12� RENTON PAGE: ONE INCH v4moF � DRAWING NO: Q AT FULL SCALE Planning�Building�Public Works Dept. 14120 160TH AVENUE SE C2 1 Ly IF NOT ONE INCH SCALE ACCORDINGLY RENTON, WASHINGTON 98059 SHEEP: OF: 21 28 DRS PROJECT NO. 16041