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HomeMy WebLinkAboutR-431511Q ^J n I O 2 0 O W 2 n rO U) A PORTION OF THE SE 1/4 OF SECTION 19, TWP, 23 REG, 5 E, WM DETENTION VOLUMES (LIVE STORAGE) MODELED 10,308 CF (0.237 AC -FT) PROPOSED 10,315 CF (0.237 AC -FT) X I O STORM CLEANOUT 6" PVC -------------------- RIM=213.67' ---- IN I�.. CB #7, Type 2-54" 0 STORM STUB W/ SOLID LOCKING LID I 215.88' - - - - - - - - - - - - - - - - - J CONTROL STRUCTURE I / I 5' STORM EASEMENT nn n ten_ 44T STA 102+18.96, 44.66' RT_ TG=211.77 I v I B STONERIMETER --------- -- - - - IE=203.92, 12"0 184.25 , C I U) I IE=203.92, 12"0 3- i 29 LF, 12"O SD 212 A CB #1, TYPE 2-48" 0 I ® S=0.38% I IE=204.25', 12" 0 W/ SOLID LOCKING LID I o 212.30 STA 102+ 19.35. 15.64' RT • I • TG=210.76 - 211.74 ........ ..21.1.38 IE=203.81, 12" 0 _ IE=203.81 , 12" 0 203.97 I RIM=21 1 .47' IE=203.81 , 12"0 I, I GRAVEL=203.47 - - - % / 1 r_ nn' R+ I - 212.00 I CB #8, TYPE 1 IE=207.50, 12" 0 ; W/TRASH GUARD PLUS RIM-211.94 / N GRAVEL=203.49 �1021 11 T45.� 7' R4 STA 102+1 1.19. 45.33' RT I I o TG=211.39 _�I�� I • + IE=208.54 08..50 I I 211.68 • I o i s 211.54 : • I, I IE=204.50, 12"0 212.22 />< • I I v�^ rJ Ir N I U) I S 21 ST ST ROW CB #6 cal- cu��T �0_01 J XX J 23 LF, 12" 0 S © S=7.35% 29 LF, 12"0 SD ® S=0.38% ! .BE)% CB #1, TYPE 2-48" b W/ SOLID LOCKING LID TG=210.76 IE=203.81, 12"0 W )03.97 IE=203.81 , 12"0 S -'93.97 E=203.81, 12" 0 E ?03- 97 CB 6, TYPE 1 PRIVATE W/ THRU CURB INLET W/TRASH GUARD PLUS TG=210.84 210.83 IE=206.19, 12" 0 W 2B6.00 IE=206.19, 12" 0 S 206.00 I I B 5 STORM EASEMENT ' tea. 23 IF, 12"0 SID $=7.35% 16" MAINTENANCE PORT (TYP OF 3) j : I RIM=211.70' Ff GRAVEL=203.45' STORM STUB C? i I i i ;F 215.90' STORM CLEANOUT 6" PVC 'tea0 I I RIM=212.65' 2 II 6" 0 ROOF DRAIN © 2.0% (TYP) R/W CB 8, TYPE 1 o Q W/TRASH GUARD PLUS Y w I TG=21 1.39 Q o I IE=208.54, 12" 0 268.50 „ m U) 12 STONE TOP LAYER 5' MIN FINISHED GRADE L 21 1.70 TOP OF LIVE STORAGE=209.5 BOTTOM OF LIVE STORAGE=204.25 ----- IN LET ---------- -------------------- ----------- - ---- ✓---- E=207.5O, 12"0 RAINVAULT Ln - - - `l' - - 7.5" 4 cfl U-) INLET FREEBOARD IE=204.50, 12" 0 203.48 203.48 4" STONE BTM LAYER 58'-1" CB #7, Type 2-54"0 W/ SOLID LOCKING LID CONTROL STRUCTURE TG=21 1.77 J IE=203.92, 12" 0 204.25 IE=203.92, 12"0 5 ®CONSULTING e So hENGINEERS L L C 32001 32nd Aven Suite 200 Federal Way, WA 98001 FEDERAL WAY (253) 838-6113 www.esmcivil.com LYNNW°°D 425) 2s -ss°° Civil Engineering Land Surveying Land Planning Public Works I Project Management I Landscape Architecture ESM JOB #41 1-004-023 SECTION A -A SCALE: 1 „_10' HORIZ. 1 =5 VERT. IS WASIgl CO i0n N �O 50085 Tess DI S LR��G�� NA 5' MIN EXISTING GROUND 212.05 o REFER TO RAINVAULT SHOP o- DRAWINGS FOR o SYSTEM DETAILS 2' STONE PERIMETER 7222000105 2120 SMITHERS AVE S 5' STORM EASEMENT LOT 2 2' STONE PERIMETER RECORD DRAWINGS RECORD DRAWING: THE INFORMATION ON THIS DRAWING INDICATES CHANGES MADE TO THE CONSTRUCTION DOCUMENTS BASED UPON UTILITY AS -BUILT SURVEY PERFORMED BY LANKTREE LAND SURVEYING, DATED AUGUST 18, 2025, AND TRANSFERRED TO THE REPRODUCIBLE DRAWINGS BY THE ENGINEER. 0 203.48 SCALE: 1' = 10' 10 5 0 10 20 CONTOUR INTERVAL = 2' 38' TRACT A TOP OF LIVE STORAGE=209.50 BOTTOM OF LIVE STORAGE=204.25 212.00 12" STONE TOP LAYER 212. 0 �` UspO:.Qsp. �. ------------------------ Jr, -----_--------- ----- - eo RAINVAULT o . eo FREEBOARD o. 4" STONE BTM LAYER 32'-10" 0. 36'-10" AS -BUILT ESM 9/10/25 SURVEYED: DESIGNED: 8ML DRAWN: CHECKED: IN 0. REVISION BY DATE APPR APPROVED: SECTION B-B SCALE: 1"=10' HORIZ. 1 "=5' VERT. SCALE: 1 *=209 HOR ZON AL N 11983/1991 ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY 4"0 ELBOW (TYP) REMOVABLE WATERTIGHT COUPLING OR FLANGE - 2' MIN- CLEARANCE TO ANY PORTION OF FLOW RESTRICTOR TEE INCLUDING ELBOWS - 2'MIN, "l A ,� ■ - ELBOW RESTRICTOR, SEE DETAIL AND NOTE 10 - IE #2: 206.62 206.95 IF 43: 207.42 207.75 6" MIN- -TORIFICE #2: 33/64" 0 6"MAx. ORIFICE #3: 5/8 0 PLATE WELDED TO ELBOW WITH ORIFICE AS SPECIFIED. SEE NOTE 3 ELBOW RESTRICTOR DETAIL ADDITIONAL LADDER RUNGS (IN SETS) TO ALLOW ACCESS TO TANKS OR VAULTS WHEN CATCH IS FILLED WITH WATER 1 � I I A 1 - iI J ,1 � / ANGLE AS J NECESSARY. / SEE NOTE 7 Fl 2' MIN, ELEVATION PER PLANS 12" MIN. UNDER PAVEMENT 16' MAX- PLAN VIEW FRAME & SOLID COVER MARKED "DRAIN" WITH LOCKING BOLTS PER STD, PLANS 204.40 AND 204,60 6" MIN. DESIGN WATER ELBOW RESTRICTOR, SURFACE SEE DETAIL AND NOTE 10 HANDHOLDS. STEPS, OR LADDER PIPE SUPPORTS, SEE NOTE 6 12" (TYP-) 1.5 x D SEE NOTE 9 (TYR) MIN- 2' MIN- D ISOMETRIC i OUTLET PIPE, SEE INLET PIPE NOTES 1 & 5 2' ❑ MIN. SHEAR GATE WITH CONTROL ROD FOR INVERT AND GLEANOUTIDRAIN (ROD BENT AS REQUIRED ELEVATION PER PLANS FOR VERTICAL ALIGNMENT WITH COVER] 12" SECTION OF PIPE ATTACHED BY PER STD. PLAN 237.30 GASKETED SAND TO ALLOW REMOVAL 2 MIN. 12" WELDED RESTRICTOR PLATE WITH ORIFICE DIA AS SPECIFIED, SEE NOTE 10 RESTRICTOR PLATE SECTION A NOTES: W/0.45"O ORIFICE 1. USE A MINIMUM OF A 54" DIAMETER TYPE 2 CATCH BASIN. EL=201 .92 2. OUTLET CAPACITY: 100-YEAR DEVELOPED PEAK FLOW. 3. METAL PARTS PREFERRED TO BE STAINLESS STEEL, ALUMINIZED STEEL. OR ALUMINUM. ALL OTHER STEEL PARTS MUST BE GALVANIZED WITH TREATMENTS 1, 2, OR 5. 4- FRAME AND LADDER OR STEPS OFF -SET SO: A. CLEANOUT GATE IS VISIBLE FROM TOP. B- CLIMB -DOWN SPACE IS CLEAR OF RISER AND CLEANOUT GATE. C_ FRAME IS CLEAR OF CURB, 5. IF METAL OUTLET PIPE CONNECTS TO CEMENT CONCRETE PIPE: OUTLET PIPE TO HAVE SMOOTH Q.D. EQUAL TO CONCRETE PIPE I.D. LESS 114". 6, PROVIDE AT LEAST ONE 3" X .090 GAGE SUPPORT BRACKET ANCHORED TO CONCRETE WALL. (MAXIMUM 3' 0" VERTICAL SPACING). 7, LOCATE ELBOW RESTRICTOR(S) AS NECESSARY TO PROVIDE MINIMUM CLEARANCE AS SHOWN. S. LOCATE ADDITIONAL LADDER RUNGS IN STRUCTURES USED AS ACCESS TO TANKS AND VAULTS TO ALLOW ACCESS WHEN CATCH BASIN IS FILLED WITH WATER. 9, WHEN CONNECTING TO A NEW PIPE, USE A FLEXIBLE CONNECTOR (KOR-N-SEAL BOOT WITH CORRUGATED PIPE ADAPTER OR APPROVED EQUAL). WHEN CONNECTING TO AN EXISTING PIPE, USE A FABRICATED SAND COLLAR OF THE SAME MATERIAL AS THE CONNECTING PIPE. 10, IF TEE SECTION IS USED ONLY FOR SPILL CONTROL, THEN ELBOW RESTRICTORS AND RESTRICTOR PLATES WITH ORIFICES ARE NOT REQUIRED- UNLE55 OTHERWISE NOTED. DRAWING IS NOT TO SCALE {NTS) STD. PLAN - 237.00 ■ PUBLIC WORKS FLOW CONTROL STRUCTURE ' ADOMWenedby: 3!� DEPARTMENT RESTRICTOR TEE Martin Pastucha 8/13/20 Mj9�f3A4sD.. DATE 5' STORM EASEMENT LOT 3 I FINISHED GRADE EXISTING GROUND REFER TO RAINVAULT SHOP DRAWINGS FOR SYSTEM DETAILS -203.48 • CITY OF RENTON NbaE."R Planning/Building/Public Works Dept. NOTES: 1. UNLESS OTHERWISE NOTED, ALL STORM PIPE SHALL BE PER COR STD DETAIL 220.10 ON SHEET DT-02. 2. CATCH BASIN LIDS: A. CENTER OF GRATE = CENTER OF STRUCTURE FOR TYPE 1 AND TYPE 1L STRUCTURES ONLY. B. SPECIFIED STATION AND OFFSET REFERENCE CENTER OF STRUCTURE FOR ALL DRAINAGE FACILITIES UNLESS OTHERWISE NOTED ON PLANS. C. ALL GRATES SHALL BE VANED UNLESS OTHERWISE SHOWN. R-43151 1 IN COMPLIANCE WITH CITY OF RENTON STANDARDS SOPHIE JO SHORT PLAT VAULT PLAN UTILITY PERMIT # DATE: 02/18/25 FIELDBOOK: PAGE: DRAWING NO: PN-01 SHEET: OF: 11 23