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Home My WebLink AboutR-409127NE 1/4 SECTION l 4, TOWNSHIP 23 N, RANGE 5 E, W. M. MAPLE HIGHLANDS .,I- 0 CURB OR CURB AND GUTTER ' PIPE ALLOWANCES I MATCH TOP OF HOOD TO TOP OF CURB (TYP.) 29" MIN. MAXIMUM 1" MIN. a FLOW PIPE MATERIAL INSIDE (TYP.) DIAMETER LiJ HOOD 20 1/4 REINFORCED OR PLAIN 16' O 1 1/2" MIN. CONCRETE Q DO NOT INSTALL SAFETY BAR / DEBRIS GUARD (� p) ° 1/2 ALL METAL PIPE 21" TT ❑� SEE DETAIL BOLT-DOWAND SLOT, T ��----�� 20" x 24" VANED GRATE SEE NOTE 4 p NOTE 1 3/4" SPEC. 9' 18" PATCHED AREA r ' (TYP.) A LL 11 FRAME AND VANED GRATE STD. SPEC. 9-05.20 ( , FRAME SOLID WALL PVC, V SEE NOTE 2 29" STD. SPEC. 9-05.12(1) 21 (TYP.) 24 1/4" MIN. w 5/8„ 3o PROFILE WALL PVC, 21" a T zA �o•. STD. SPEC. 9-05.12(2) A A Cn z I CORRUGATED POLYETHYLENE STORM HOLE OR SLOT FOR o c S,• SEWER PIPE COVER QATTACHING HOOD ° o LL 6 NOTES: 1. AS ACCEPTABLE ALTERNATIVES TO THE REBAR SHOWN IN THE PRECAST BASE z TOP VIEW 1", 2", 4", 6", 12", OR 24" SECTION, FIBERS (PLACED IN ACCORDANCE WITH STANDARD SPECIFICATION 0 FRAME DETAILr-T BOLT -DOWN SLOT DETAIL 9-05.50(9)), OR WIRE MESH HAVING A MINIMUM AREA OF 0.12 SQUARE INCHES PER J OUTFACE TO STREAM DUMP NO POLLUTANTS SEE NOTE 1 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 NOTES: TOP ro ONE #3 BAR HOOP FOR 6" HEIGHT RECTANGULAR ADJUSTMENT SECTION, WIRE MESH HAVING A MINIMUM AREA OF 0.12 SQUARE INCHES PER FOOT MAY BE USED. j� 1. THE INLET REQUIRES THE PRECAST CATCH BASIN TO BE ROTATED 90 DEGREES SO THAT THE INCREMENT (SPACED EQUALLY), v NARROW SIDE IS PARALLEL TO THE CURB. WHEN CALCULATING OFFSETS FROM THE CURB TO SEE NOTE 1 2. THE KNOCKOUT DIAMETER SHALL NOT BE GREATER THAN 26". KNOCKOUTS SHALL CENTERLINE OF THE PRECAST CATCH BASIN, PLEASE NOTE THAT THE CENTERLINE OF THE HAVE A WALL THICKNESS OF 2" MINIMUM TO 2.5" MAXIMUM. PROVIDE A 1.5" MINIMUM = GRATE IS NOT THE CENTERLINE OF THE PRECAST CATCH BASIN. 3/8" RECESSED LETTERING RECTANGULAR ADJUSTMENT SECTION GAP BETWEEN THE KNOCKOUT WALL AND THE OUTSIDE OF THE PIPE. AFTER THE C� PIPE IS INSTALLED, FILL THE GAP WITH JOINT MORTAR IN ACCORDANCE WITH ISOMETRIC VIEW STANDARD SPECIFICATION9-04.3. LU 2. THE DIMENSIONS OF THE FRAME AND HOOD MAY VARY SLIGHTLY AMONG DIFFERENT co MANUFACTURERS. HOOD UNITS SHALL MOUNT OUTSIDE OF THE FRAME. THE HOOD MAY 3. THE MAXIMUM DEPTH FROM THE FINISHED GRADE TO THE LOWEST PIPE INVERT SEAL WITH AR 4000 OR APPROVED (J J CATCH BASIN INCLUDE CASTING LUGS. THE TOP OF THE HOOD MAY BE CAST WITH A PATTERN. SAFETY BARS SHALL BE 5'. EQUAL AND DRY SAND AFTER PLAN O ARE NOT ALLOWED ON THE HOOD. 1 ^ GRATE RD t 2p 36" 4. THE FRAME AND GRATE MUST BE INSTALLED WITH THE FLANGE DOWN. PATCHING NTS O 3„ 3"BE SLOPED AT A RATE OF 1 H:24V OR STEEPER. 3. ATTACH THE HOOD TO THE FRAME WITH TWO x 2" HEX HEAD BOLTS, NUTS, AND OVERSIZE 2 5. THE PRECAST BASE SECTION MAY HAVE A ROUNDED FLOOR, AND THE WALLS MAY (z)_ WASHERS. THE WASHERS SHALL HAVE DIAMETERS ADEQUATE TO ASSURE FULL BEARING .. 8•• 7" � _ _ SEE DETAIL ACROSS THE SLOTS. DEPTH OF CLASS "B" S�/{� 2'-0" OUTSIDE DIA. 2'-0" M BELOW \\ 6. THE OPENING SHALL BE MEASURED AT THE TOP OF THE PRECAST BASE SECTION. ASPHALT TO BE 2" BELOW w 4. FOR BOLT -DOWN GRATES, PROVIDE TWO HOLES IN THE FRAME THAT ARE VERTICALLY v 5" BOTTOM OF THE UPPER T ALIGNED WITH THE GRATE SLOTS. TAP EACH HOLE TO ACCEPT A 5/8" x - 11 NC x 2" ALLEN HEAD 7. ALL PICKUP HOLES SHALL BE GROUTED FULL AFTER THE INLET HAS BEEN PLACED. ADJUSTMENT RING OR A SCAP SCREW. EE BOLT- DOWN LOCATION OF BOLT -DOWN HOLES VARIES AMONG DIFFERENT MANUFACTURERS. L. SUSE GROUT TANDARD TYPE 2 FOTRON g_20NON-SHRINK APPLICATIONS IN ACCORDANCE WITH MINIMUM OF 8" WHICHEVER 5" IS GREATER. 5. ONLY DUCTILE IRON VANED GRATES SHALL BE USED. SEE STANDARD PLANS 204.20 AND 204.30. 8. ALL GRADE RINGS AND CASTINGS SHALL BE SET IN MORTAR IN ACCORDANCE WITH 5„ STANDARD SPECIFICATION 9-04.3. THEN APPLY MORTAR TO INSIDE AND OUTSIDE OF J 6. THIS PLAN IS INTENDED TO SHOW THE INSTALLATION DETAILS OF A MANUFACTURED ALL JOINTS, RINGS, RISERS, AND FRAMES. \ - 34" (WIDE SIDE) TWO #3 BAR HOOPS PRODUCT. IT IS NOT THE INTENT OF THIS PLAN TO SHOW THE SPECIFIC DETAILS NECESSARY ISOMETRIC 20" I CATCH BASIN TYPE 1 TO FABRICATE THE CASTINGS SHOWN ON THIS DRAWING. 9. MORTAR SHALL BE MIXED AND APPLIED PER MANUFACTURER'S DIRECTIONS. -40" WIDE SIDE 5" REDUCING SECTION 10. FRAME SHALL BE ADJUSTED TO PAVEMENT GRADE BY TAPPING UNTIL FRAME IS CATCH BASIN TYPE 1L FLUSH WITH PAVEMENT AS DETERMINED WITH A STRAIGHT EDGE OF SUFFICIENT \\\/�\\• ��\\j�\\. \\\j�\� �\.\\\j�\\ 5" LENGTH. 24" \yel 11. ALL MORTAR JOINTS SHALL BE TRIMMED FLUSH AND REMAIN VISIBLE UPON MORTAR JOINT(S) (3/8" MIN.) SEE ADJUSTMENT RING (1" MIN.) OR COMPLETION. NOTE 3 AND SPECIAL PROVISON BRICKS. SEE NOTE 4. 4 EQUAL SPACES 4 EQUAL SPACES 5 7-05.3(1). SEE NOTE 1 � � � � � � 9N�•(�6 3F�NOT #3 BAR HOOP F6 SECTION A -A SECTION A _ 51/2" T} \ #3 BAR EACH HOOD LEVEL R1" 1 5/8" MAX. J / I I \ / I CORNER 18" MIN. 1 SECTION A SECTION B + �6 1"MIN. / NOTES 1/2" MIN #3 BAR EACH CORNER / / I I \ I 1. REMOVE PAVEMENT AND BASE MATERIALS FOR A DISTANCE 3. ALL JOINTS BETWEEN THE CONE, ADJUSTMENT RINGS, I\ I WHICH IS EQUAL TO THE DIAMETER OF THE FRAME PLUS FOUR BRICKS AND FRAME SHALL BE GROUTED. OHEIGHT NOTES: / PENING/I I a FEET. ADJUST CASTING FRAME TO PAVEMENT SURFACE 4" MIN. TOP OF GRATE / USING RISER RINGS OR CONCRETE BLOCKS PER STD. PLAN 4. ADJUSTMENT OF THE FRAME TO GRADE SHALL BE 1. BOLT -DOWN CAPABILITY IS REQUIRED ON ALL FRAMES, GRATES, AND 400.1. ACCOMPLISHED WITH A COMBINATION OF ADJUSTMENT SEE NOTE 3 COVERS, UNLESS OTHERWISE SPECIFIED. PROVIDE TWO HOLES IN FRAME THE FRAME THAT ARE VERTICALLY ALIGNED WITH THE GRATE OR / \ RINGS, BRICKS AND MORTAR ONLY. BRICKS SHALL BE COVER SLOTS. THE FRAME SHALL ACCEPT THE 5/8"-11 NC x 2" ALLEN N 2. REPLACE EXCAVATED MATERIAL WITH A MINIMUM OF 8" OF STAGGERED TO CREATE A RUNNING BOND OR 1/2 BOND. THE HEAD CAP SCREW BY BEING TAPPED, OR OTHER APPROVED / CLASS "B" ASPHALT OR TO A DEPTH THAT IS 2" BELOW THE USE OF SHIMS IS PROHIBITED. MECHANISM. LOCATION OF BOLT -DOWN HOLES VARIES BY #3 BAR EACH SIDE \ `I / BOTTOM OF THE UPPER ADJUSTMENT RING WHICHEVER IS MANUFACTURER. J GREATER OR AS APPROVED BY THE ENGINEER. 2. REFER TO STANDARD SPECIFICATION 9-05.15(2) FOR ADDITIONAL v REQUIREMENTS. DETAIL SECTION A 3. USE ONLY IN SAGS ON VERTICAL CURVES. #3 BAR EACH WAY SEE NOTE 1 PRECAST BASE SECTION ALTERNATIVE PRECAST BASE SECTION 4. FOR FRAME DETAILS, SEE STANDARD PLAN 204.00. �Y .srri. PLAN - 400.4 TYPICAL UTILITY COVER APPROVED: UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS) UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS) UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS) PUBLIC WORKS ADJUSTMENT FOR STD. PLAN - 203.00 STD. PLAN - 204.30 STD. PLAN - 200.10 ,p=-� DEPARTMENT PAVEMENT OR OVERLAY Z� ..�.�" PUBLIC WORKS OPEN CURB FACE FRAME AND GRATE PPR °: .�.�e PUBLIC WORKS RECTANGULAR BI-DIRECTIONAL PRMD: PUBLIC WORKS PPR D: DATE y1� DEPARTMENT INSTALLATION GAZ g/28/2018 �� DEPARTMENT VANED GRATE GAZ 9/28/2018 DEPARTMENT CATCH BASIN TYPE 1L GqZ g/Zg/Zplg vubrc woks admm�:o-oco, DATE P"brc w",ks ad--s-t., DATE P"br¢ woks admm,svam, DATE NOTE: ALL THROUGH CURB INLETS MUST HAVE BI-DIRECRONTAL GRA TES R-409127 IN COMPLIANCE WITH CITY OF RENTON STANDARDS 0 SURFACE WATER UTILITY z krevans 10/01 /2021 J DEVELOPMENT ENGINEERING 0 PIE njanders 10/01 /2021 = L D/ LU O OF H/� was S J \ Q SURVEYED: SCALE: DATE 1 CITY COMMENTS 11 "12"19 YLP 02.14.20 YLP : q 1988 DJC HORIZONTAL: NAD D1983/1991 • MAPLE HIGH LANDS 09e05e 19 D.R. STRONG 2 INTAKE COMMENTS YLP 06"16.21 YLP DESIGNED: AS NOTED v%R CTY 0FCall 2 Working Days Before You Dig CONSUL TING ENGINEERS 3 CITY COMMENTS 07.27.21 YLP 08.13.21 YLP YLP RENT 0 N STORM DRAINAGE DETAILS FIELDBDDK: Q DRAWN: PAGE: 5 DRSENGINEERS PLANNERS SURVEYORS GLB ONE INCH DRAWING NO: G 811 3232 O \� - CHECKED: m Utilities Underground Location Center FS eCIsrERE �� 620-7thAVENUE K/RKLAND, WA98033 YLP AT FULL SCALE Planning/Building/Public Works Dept. 16210 SE 134TH STREET �;27 (ID,MT,ND,OR,WA) `S/� IF NOT ONE INCH ANAL $ 13,21 0425.827.3063 F425.827.2423 N0. REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY RENTON, WASHINGTON 98059 SHEET: �� OFYLP41 DRS PROJECT NO. 17020