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HomeMy WebLinkAboutR-400618NE 114 SECTION 29, TOWNSHIP 23 N, RANGE 5 E, W.M. CD 0 6 I W W Z rr 0 U Z a 2 W m d 00 0 0 I\ O N I� LQ O I DO I m Q O O W 0 J j m I C" Q Z O i N O C) 0 N z LLI L� g� E FRAME AND VANED GRATE 112' OR S" HEIGHT TWO M BAR HOOPS FOR 12' HEIGHT RECTANGULAR ADJUSTMENT SECTION 93 BAR EACH #3 BAR EA( #3 B................ PRECAST BASE SECTION #3 BAR EACH CORNEF 18" MIN #3 BAR HOOP PIPE ALLOWANCES MAXIMUM PIPE MATERIAL SI DIAMETINDE ER 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. 8-05.12(2)) * CORRUGATED POLYETHYLENE STORM SEWER PIPE NOTES 1. As acceptable alternatives to the rebar shown In the PRECAST BASE SECTION, fibers (placed according to the Standard Specitloations), 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 Swell 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. 8. The opening shag be measured at the top of the precast base section. 7. All pickup holes shall be grouted full after the basin has been placed. 8. All grade rings and castings shall be set In mortar in accordance with Standard Speolflcatlon 9-04.3. SEE NOTE 1 ALTERNATIVE PRECAST BASE SECTION PUBLIC WORKS CATCH BASIN TYPE 1 STD. PLAN - 200.00 DEPARTMENT s MARCH 2O08 4 TOP BLOT SEE DETAIL AND NOTE 1 ti H ,n rn L SECTION Os 4 EQUAL SPACES 4 EQUAL SPACES vT- _ SECTION O 1 114' BOLT -DOWN SLOT DETAIL SEE NOTE 1 NOTES Provide two slots In the grate that are vertically aligned 1. with the hales In the frame. Location of boll -down slats varies among different manufacturers. ISOMETRIC z Refer to Standard Specification 9-05.15(2) for additional requirements. 3. Use only on sags and vertical curbs locations. 4. Unless otherwise specified, vaned grates shall be used with standard frame In the travel way, gutter or shoulder. vaned grates shall not be located within crossroads. Use vaned grates along rolled curbs. PUBLIC WORKS RECTANGULAR BI-DIRECTIONAL STD' PLAN - 204.30 * ` DEPARTMENT VANED GRATE MARCH 2O08 r� Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,IVIT,ND,OR,WA) C�/GJ/GC/G/ CATCH BASIN FRAME AND VANED GRATE (DETAIL 204.00) 8 HANDHOLD 888 N z RECTANGULAR ADJUSTMENT SECTION OR CIRCULAR ADJUSTMENT SECTIONGROUT, TYPICAL (SEE NOTE 5) W 7T,.1'OR9.' .r; MORTAR s7�soa uODSL� .: t REMFORGNO STEEL mrPJ ,. ... - OPAVEL BAGO.1LLM SEPARATE BASE INTEGRAL BASE CAST -IN -PLACE PRECAST WITH RISER "W R Ni ,r . ].. GRAVEL BA"U. POR WT PPEMNESEDOWG SEPARATE BASE PRECAST CATCH BASIN DIMENSIONS ATCH MAXIMUM MINIMUM BASE REINFORCING STEEL ATC BASE KNOCKOUT DISTANCE In2AL IN EACH DIRECTION THWALL ICKNESS THICKNESS SIZE DICAMETER KNOCKOUTS KNOCKOUTS SEPARATEBASE INTEGRALBASE 48" 4' r 3w r 0.23 0.15 54' 4.5" S• 47 r 0.19 0.19 60, 5' S" 48" B' 0.25 0.25 72' W 8" 50' 12• 0.35 0.24 84• 1 8' 1r 72' 12, 0.39 o.ze tie• I 8' 12" 84" 12" 0.39 0.29 NOTES 1. No steps are required when height Is 4' or less. 2. The bottom of the precast catch basin may be sloped to facilitate cleaning. 3. The rectangular frame and grate must be Installed with the flange down. The frame may be cast Into the adjustment section. 4. 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. 5. All grade rings, risers, and castings shall be set In mortar in accordance with PIPE ALLOWANCES CATCH PIPE MATERIAL WITH MAXIMUM INSIDE DIAMETER BASIN DIAMETER CONCRETE ALL METAL CPSSP Q SOLID WALL PVC© PROFILE WALL PVCQ 48• 24' 1. 24' 27" 30" 54• 30' 1. 30' 2T 36" 80• 36" 42' 36" 38• 42" 72' 42' S4' 42" 36" 1. 84' 54' 60' 54' 3r 48• as. aw 7r e0' 36" 4W Standard Specification 9-04.3. c+) CGnugated P*ethylene St r Sewer PIP. (Std. Sp. 9.05.20) 8 (Std. Spec. 9 05.'20)) 3 (SW. spec. 9-05.12(2)) ° STD. PLAN - 201.00 + PUBLIC WORKS CATCH BASIN TYPE 2 DEPARTMENT 1vC MARCH 2O08 pip O.G1.. "'. nn n and caa ar dug clean ouL wye horn pipe noxrrd nin a perTorared pipe lAd fahlv.cl grade board 3•, r nee t8' O.C. Lyp. I CS w.did mwr lkvkergl A A 50, L I1,11n,•rL dw,maa de5iun W_-'0.5 CFS per tr8/Kf+l clear- prd nye frmi pipe galvanlr� Shcn o pa v.G. +-� 7f - •201,, Iraa7ed gr�tl. ,,� b.-d >a Tin $ pericraa i Pipe laic L. ` dear('Kq%It as} 4 } - I washed nxk 4-xaeuppa7 w 7/7 m.E IlGrmdl SECTION A -A NTS '15-,n.11t,3r Ilm a nlydNlater gLdny Ueae L In mral areas. I V:nv Ip:aaGa dFx•nal ir{m {A P nece�r tranchig Ctrs ar.nere�pr� hoard n 16p e NOTE& 1. TN# lrknth $" 1 be Cpimlruded xr ay lu p -if pcJril clsx:lvnge :vidror arc Ui. 2. Trenahea may be placed no closer trm 50 feet to One anctner. (100 fast along f b.Mine3. Tr"Ch mind grw* bond muo be k-1. NlgnID MI- IXx LtlurN ur a.. A. Supporl po51 Spacing aB required by Solt coMlllons bensure grade board remainr. krel. PUBLIC' WORM 50 FOOT DISPERSION TRENCHSTD' PLA2[ - 224.00 DEPARTMENT WITH NOTCHED BOARD MARCH 2O08 BETHANY CORNER CLEAN SURFACE AND BOTTOM AREA. PROVIDE UNIFORM CONTACT. M SURFACE AREA OF THE BASE SECTION MUST BE GROUTED TO THE BOTTOM AREA OF THE ADJUSTMENT SECTION. BASE SECTION NOTES 1. THE COVER OR GRATING OF A CATCH BASIN SHALL NOT BE GROUTED TO FINAL GRATE UNTIL THE FINAL ELEVATION OF THE PAVEMENT, GUTTER, DITCH, OR SIDEWALK IN WHICH IT IS TO BE PLACED HAS BEEN ESTABLISHED, AND UNTIL PERMISSION THEREAFTER IS GIVEN BY THE ENGINEER TO GROUT OR GRATING IN PLACE IN ACCORDANCE WITH STANDARD SPECIFICATION 7-05.3. 2. SHIMS SHALL NOT BE USED TO SET FRAME TO GRADE. THE USE OF SHIMS IS PROHIBITED. 3. MORTAR SHALL BE PLACED BETWEEN ADJUSTMENT RINGS AND BRICKS PRIOR TO PLACEMENT. 4. THE USE OF BRICKS IS PERMITTED WHERE THE BRICKS ARE STAGGERED TO CREATE A RUNNING BOND OR'2BOND. PUBLIC ;`J1J DEPARTMENTS CATCH BASIN INSTALLATION SEE NOTE 4 STD. PLAN - 202.00 1rr[13mm1LETTERING SOLTHOLES-3 PLCS EQUALLY SPACED 12V APART ON 23I/Ir ISM-) DIA B.C. tR N VE (1)1-Ow PICNHOLE 1 1M[S2em]LET1EfUJG PLAN VIEW 2P DIA1•�[zanM4'11emM839' 21W D22-1TYP COVER SECTION VIEW MARCH 2O08 COVER BOTTOM VIEW (3) BLT 800. (ALLEN HEAD) Wr-11 x1.5 as RUBBER WASHER EON BOLTING DETAIL mI 1 HC SEE Nan 29' MIN. 1"MIN. 20TYP.4 SEENOTE2(TYP.) DETAIL SECTION OA CATCH BASIN -7' (-0.58') 3' GRATE 4•(VODESIDE) :HBASINTYPE, (WIDESIDE) BASIN TYPE 1L FRAME TOP VIEWSECTIONFRAME SEE NOTE 1 DETAILNOTES 1. The asymmetry of the Combination Inlet shall be considered when Calculating the offset distance for the catch basin. See SECTION A. 2. The dimensions of the Frame and Hood may vary slightly among dif- ferent manufacturers. The Frame may have cast features Intended CURB OR CURB AND GUTTER to support a grate guard. Hood units shall mount outside of the MATCH TOP OF HOOD Frame. The methods for fastening the Safety Bar / Debris Guard Rod TO TOP OF CURB (rYP.) to the Hood may vary. The Hood may Include casting lugs. The top of the Hood may be cast with a pattern. HOOD3. 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 DO NOT I ALLto assure full bearin across the slots. SAFETY /DEBRIS GUARD 9zo .24 vANEO ORATE4. When bolt -down grates are specified In the contract, provide two FRAME 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• alien head cap screw. Location of bolt -down holes varies among different manufaktturers. See BOLT- DOWN DETAIL 5. Only ductile Iron Vaned Grates shall be used. ��6. This plan Is intended to show the Installation details of a manufac- luredproduct It Is not the Intent ofthis plan to show the specific ISOMETRIC VIEW details necessary to fabricate the castings shown on this drawing. PUBLIC WORKS OPEN CURB FACE STD. PLAN - 203.00 DEPARTMENT FRAME AND GRATE INSTALLATION DETAIL MARCH 2O08 .12'DwIM-] 251M DIA mm1 (8)EOPRENEGAeKET]11/ir 127mm] 233/8' DIA CL OPEN1Bmm1 [594mm]P-1 275ne•DIA"-I341I8' D+A GASKET GROOVE DETAIL (857mml FRAME SECTION VIEW NOTES ALL COVERS SHALL BE LOCKING UD PER EASTJORDAN IRON WORKS INC. No. 3717C1 OR APPROVED EQUAL OSTD. PLAN204.60 PUBLIC WORKS STORM ROUND FRAME AND COVERe•` DEPARTMENTMARCH 2008 D.R. STRONG 7 CITY COMMENTS CONSULTING ENG/NEERS s REVISED FRONTAGE GRADING PER GAS MAIN 9 REVISED FRONTAGE PER CITY COMMENTS ENGINEERS PLANNERS SURVEYORS 10 REVISED VAULT CONTROL STRUCTURE 620 - Ah AVENUE KIRKLAND, WA 98033 11 RECORD DRAWINGS O 425.827.3063 F 425.827.2423 N0. REVISION JSM 4.12.19 SURVEYED: SPF JSM 12.14.20 DESIGNED: JSM JSM 1.15.21 JSM 5.9.21 DRAWN: CWA JSM 6.25.21 CHECKE JSM BY DATE APPR APPROVE SEAL WITH AR 4000 OR APPROVED EOUAL AND DRY SAND AFTER PATCHING PLAN NTS DEPTH OF CLASS "B" ASPHALT TO BE 2" BELOW BOTTOM OF THE UPPER ADJUSTMENT RING OR A MINIMUM OF S" WHICHEVER IS GREATER. MORTAR JOINT(S) (3/8" MIN.) SEE- ADJUSTMENT RING (I" MIN.) OR NOTE 3 AND SPECIAL PROVISON BRICKS. SEE NOTE 4. 7-05.3(1). SECTION A -A NOTES 1. REMOVE PAVEMENT AND BASE MATERIALS FOR A DISTANCE 3 ALL JOINTS BETWEEN THE GONE, ADJUSTMENT RINGS, WHICH IS EQUAL TO THE DIAMETER OF THE FRAME PLUS FOUR BRICKS AND FRAME SHALL BE GROUTED FEET. ADJUST CASTING FRAME TO PAVEMENT SURFACE USING RISER RINGS OR CONCRETE BLOCKS PER STD. PLAN 4 ADJUSTMENT OF THE FRAME TO GRADE SHALL BE 400.1. ACCOMPLISHED WITH A COMBINATION OF ADJUSTMENT RINGS, BRICKS AND MORTAR Q. BRICKS SHALL BE 2. REPLACE EXCAVATED MATERIAL WITH A MINIMUM OF 8' OF STAGGERED TO CREATE A RUNNING BOND OR 112 BOND. T14E CLASS'B" ASPHALT OR TO A DEPTH THAT IS 2" BELOW THE USE OF SHIMS IS PROHIBITED. BOTTOM OF THE UPPER ADJUSTMENT RING WHICHEVER IS GREATER OR AS APPROVED BY THE ENGINEER. SCALE: AS NOTED ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY STD. PLAN - 400A PUBLIC WORKS TYPICAL UTILITY COVER PROVED; DEPARTMENT ADJUSTMENT FOR PAVEMENT OR OVERLAY yr� DATE VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM C TY OF =� RENTON Planning/Building/Public Works Dept. SURFACE WATER DRAINAGE NOTES AND SPECIFICATIONS MEETING MUST BE HELD WITH THE CITY OF RENTON PLAN REVIEWER. N 2. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE 2014 STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION PREPARED BY WSDOT AND THE AMERICAN PUBLIC WORKS ASSOCIATION (APWA), AS AMENDED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT. O 3. THE SURFACE WATER DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLANS, WHICH ARE ON FILE IN THE PUBLIC WORKS DEPARTMENT. ANY DEVIATION r FROM THE APPROVED PLANS WILL REQUIRE WRITTEN APPROVAL FROM THE CITY OF RENTON PUBLIC WORKS DEPARTMENT, SURFACE WATER UTILITY SECTION. 4. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 5. DATUM SHALL BE NAVD 88 UNLESS OTHERWISE APPROVED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT. REFERENCE BENCHMARK AND ELEVATIONS ARE NOTED ON THE PLANS. 6. ALL SEDIMENTATION/EROSION FACILITIES MUST BE IN OPERATION PRIOR TO CLEARING AND BUILDING CONSTRUCTION, AND THEY MUST BE SATISFACTORILY MAINTAINED UNTIL CONSTRUCTION IS COMPLETED AND THE POTENTIAL FOR ON -SITE EROSION HAS PASSED. 7. ALL RETENTION/DETENTION FACILITIES MUST BE INSTALLED AND IN OPERATION PRIOR TO OR IN CONJUNCTION WITH ALL CONSTRUCTION ACTIVITY UNLESS OTHERWISE APPROVED BY THE PUBLIC WORKS DEPARTMENT, SURFACE WATER UTILITY SECTION. �\ W 8. GRASS SEED MAY BE APPLIED BY HYDROSEEDWG. THE GRASS SEED MIXTURE, OTHER THAN Ln CITY OF RENTON APPROVED STANDARD MIXES, SHALL BE SUBMITTED BY A LANDSCAPE ARCHITECT AND APPROVED BY THE PUBLIC WORKS DEPARTMENT, SURFACE WATER UTILITY 0 SECTION. 0 9. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH SECTION 7-02.3(I) OF THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATION FOR ROAD AND BRIDGE CONSTRUCTION, THIS SHALL INCLUDE NECESSARY T LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL, AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL, TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE. ALL PIPE BEDDING SHALL BE APWA CLASS "C", WITH THE EXCEPTION OF PVC PIPE. ALL TRENCH BACKFILL SHALL BE COMPACTED TO MINIMUM 959 FOR PAVEMENT AND J STRUCTURAL FILL AND 901' OTHERWISE PER ASTM D-1557-70. PEA GRAVEL BEDDING SHALL BE 6 INCHES OVER AND UNDER PVC PIPE. 10. GALVANIZED STEEL PIPE AND ALUMINIZED STEEL PIPE FOR ALL DRAINAGE FACILITIES SHALL HAVE ASPHALT TREATMENT #1 OR BETTER INSIDE AND OUTSIDE. 11. STRUCTURES SHALL NOT BE PERMITTED WITHIN 10 FEET OF THE SPRING LINE OF ANY STORM DRAINAGE PIPE, OR 15 FEET FROM THE TOP OF ANY CHANNEL BANK. 12. ALL CATCH BASIN GRATES SHALL BE DEPRESSED 0.10 FEET BELOW PAVEMENT LEVEL. 13. ALL CBS TYPE-1 UNLESS OTHERWISE SHOWN. 14. ALL PIPES LCPE UNLESS OTHERWISE SHOWN. 15. STATION AND OFFSETS TO CENTER OF STRUCTURE UNLESS OTHERWISE SHOWN. 16. ALL GRATES ARE VANED GRATES UNLESS OTHERWISE SHOWN. Nt 17. OPEN CUT ROAD CROSSINGS THROUGH EXISTING PUBLIC RIGHT OF WAY WILL NOT BE L0 ALLOWED UNLESS SPECIFICALLY APPROVED BY CITY OF RENTON PLANNING/BUILDING/PUBLIC C) WORKS ADMINISTRATOR. C) 0 18. ROCK FOR EROSION PROTECTION OF ROADSIDE DITCHES, WHERE REQUIRED, SHALL BE OF (.0 SOUND QUARRY ROCK PLACED TO A DEPTH OF ONE (1) FOOT AND MUST MEET THE r FOLLOWING SPECIFICATIONS , 4 - 8 INCH ROCK / 40 - 707 PASSING; 2 - 4 INCH ROCK 1,30 - 401 PASSING, • AND LESS THAN 2 INCH ROCK / 10 - 207 PASSING. 19. ALL BUILDING DOWNSPOUTS AND FOOTING DRAINS SHALL BE CONNECTED TO THE STORM DRAINAGE SYSTEM, UNLESS APPROVED BY THE CITY PLAN REVIEWER OR SURFACE WATER UTILITY SECTION. AN ACCURATELY DIMENSIONED, CERTIFIED AS -BUILT DRAWING OF THIS DRAINAGE SYSTEM WILL BE SUBMITTED TO THE CITY UPON COMPLETION. 20. ISSUANCE OF THE BUILDING OR CONSTRUCTION PERMITS BY THE CITY OF RENTON DOES NOT RELIEVE THE OWNER OF THE CONTINUING LEGAL OBLIGATION AND/OR LIABILITY CONNECTED WITH STORM SURFACE WATER DISPOSITION. FURTHER, THE CITY OF RENTON DOES NOT ACCEPT ANY OBLIGATION FOR THE PROPER FUNCTIONING AND MAINTENANCE OF THE SYSTEM PROVIDED DURING CONSTRUCTION. 21. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARD, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT THE LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK COVERED BY THE CONTRACT ANY WORK WITHIN THE TRAVELED RIGHT OF WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE A TRAFFIC CONTROL PLAN APPROVE BY THE PUBLIC WORKS DEPARTMENT, TRANSPORTATION SYSTEMS DIVISION. ALL SECTIONS OF THE WSDOT STANDARD SPECIFICATIONS 1-07-23 TRAFFIC CONTROL SHALL APPLY. MUST HAVE AN APPROVED COR TRAFFIC CONTROL PLAN AND HAUL ROUTE. SOURCE: REFERENCE 7-B, CITY OF RENTON AMENDMENTS TO THE KING COUNTY SURFACE WATER DESIGN MANUAL. AS -BUILT NO AS -BUILT INFORMATION ON THIS SHEET. "l CERTIFY THAT THE INFORMATION SHOWN HEREON WHICH WAS AS-BUIL T BY D.R. STRONG, AND MA Y INCLUDE LOCA PONS, ELEVA 77ONS, DEPTHS, PIPE SIZES, AND AS -BUILT COMMENTS, ACCURATEL Y REFLECTS EXISTING FIELD CONDITIONS AS DETERMINED BY ME OR UNDER MY DIRECT SUPERVISION ON THIS DATE 051181202 1. " R-400618 IN COMPLIANCE WITH CITY OF RENTON STANDARDS W Z 0 DATE: U BETHANY CORNER 11.29.16 FIELDBOOK: Z STORM DRAINAGE DETAILS PAGE: DRAWING N0: T 16433 & 16451 111 TH AVENUE SE C18 RENTON, WASHINGTON 98056 SHEET: 18 OF: Ito r'W' W DRS PROJECT NO. 16062