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SW 1/4, SEC. 07, TWP. 28N., R05E, W.M. <br />U <br />i <br />f <br />f <br />f <br />f <br />M <br />U <br />a <br />0 <br />POLY STEPS OR LADDER, <br />FASTEN TO CATCH BASIN WALL <br />FINISH GRADE <br />18" DIAM, RISER ASSEMBLY <br />8" DIAM. SHEAR <br />GATE W/ LIFT ROD <br />FLOW FROM <br />VAS <br />to g <br />CATCH BASIN <br />REMOVABLE PIPE SECTION <br />w/SOLID END PLATE <br />FLOW CONTROL STRUCTURE - CS200 <br />NOT TO SCALE <br />LOCKING MANHOLE <br />COVER AND FRAME <br />OPEN RISER END 5� <br />TOP RISER=56SB 567.87 <br />17.D2 <br />566.52 <br />WATERTIGHT <br />GASKETED JOINT <br />ff6875 DIAM. ORIFICE <br />0.69" <br />NORTHWEST VAULT, SEE C3.32 <br />5'x10' GRATED <br />OPENING, SEE NOTE <br />FND. DRAIN: CONT. <br />TA4" <br />PERF. PVC DRAIN/ <br />IN GRAVEL BACKFILL, <br />IE=563.25� <br />4' 4 <br />BOT.=562.00/ <br />a <br />BOT. FIG. !i <br />SEE STRUCT, PLANS (TYP.) <br />TYPICAL NORTH VAULT SECTION <br />NOT TO SCALE <br />SURFACE ACCESS: STANDARD MANHOLE RING <br />W/GRATED ROUND COVER (LOCKING) FOR <br />VENTILATION, LOCATION PER PLAN. SEE NOTE 5 <br />I <br />SE SHIA IC I J I r o <br />LE <br />STA+G=5716 <br />$o a <br />1I <br />S 0.00%$-------------- <br />7. <br />�I I <br />p I <br />ISTA 11 2.24 272 I - - ------ I ° a - _,�._ � <br />'I __.�_ _ _ __ <br />a a <br />-- ----- ------------- - --- _ _ <br />IFG�573. 81 I I I I + <br />m I <br />Rd 710 �� RIM- 574 + <br />� <br />P" VEN <br />ULATION <br />I <br />4' <br />92' <br />563.12 <br />PIPE WITH <br />/�ND LOCKING <br />q <br />GRATE <br />I <br />� <br />VAN <br />' <br />_� <br />4 <br />I <br />C9200 <br />TYPE 2-54 <br />FG=573 <br />75 <br />42' <br />DRIV L <br />IIIIIII� <br />I <br />RIM=573.17. <br />$ <br />� <br />WALL <br />OPENING (TYP.) <br />PIP VEN <br />PIPE Wl' <br />4• <br />��� <br />II <br />AND L0 1 <br />---------- <br />11 - <br />FG=571. <br />1-1 <br />IA <br />4 <br />570- <br />® <br />9 <br />30 <br />0 <br />I I <br />y <br />I <br />I <br />+ <br />-� <br />--- --- - <br />- ------ <br />-- --- <br />---_ 7'f'.4Y- <br />III III O <br />a <br />ao <br />a <br />ally <br />°-� <br />a 0 a <br />O <br />I I <br />o <br />0 <br />5x111GRA <br />D ACCESS, <br />1 <br />a <br />STAO' <br />STAFG= <br />14+Oi <br />RIM=574.15, <br />SEE NOTE 4 <br />- <br />a <br />1.28 <br />4" PERF. PVC FO NG A <br />N, <br />- <br />IE=563.25 <br />TYP. SURFACE ACCESS: <br />STANDARD MANHOLE RING <br />AND SOLID ROUND COVER (LOCKING) MARKED <br />DRAIN, LOCATION PER PLAN. SEE NOTE 5 <br />VAULT PLAN <br />SCALE AS NOTED <br />°y <br />I71ON <br />FRA E y s <br />m <br />yLLJ <br />I <br />V <br />a <br />a <br />0 20 40 <br />This Record Drawing has been prepared, in part, <br />based on "As -Built" information provided by <br />others. Though the as -built information and this <br />drawing are based on the best available <br />information, no presumption should be made <br />regarding the drawing's accuracy. <br />Jim Knappert 12/13/2023 <br />Permit Inspector <br />WALL OPENING, SEE PLAN <br />FOR LOCATIONS (TIP.) <br />to i IE(IN)-563: Be , <br />562.88 <br />CAST -IN -PLACE REINF. CONC. <br />I -VAULT w/POURED OR HOLLOW <br />CORE PLANK LID (TYP.) <br />1.25' MIN. COVER <br />VAULT BOT. <br />a a <br />SUITABLE COMPACT NATIVE OR <br />IMPORT STRUCTURAL FILL <br />SUBGRADE MATERIAL <br />TOP=568.30 <br />i . BOA <br />BOTT, FTG. <br />SEE STRUCT. PLANS (i <br />TYP. SURFACE ACCESS: <br />STANDARD MANHOLE RING AND SOLID <br />ROUND COVER (LOCKING) MARKED DRAIN, <br />LOCATION PER PLAN, SEE NOTE 5 <br />FINISH GRADE <br />a <br />1DO- YR <br />W.S.=567-.81 <br />567.88 <br />TOP OF RIS <br />50-YR. <br />W.S.--567.-7-7- <br />567.85 <br />6" MIN. <br />10-YR. <br />W.S.=566.99 <br />567.12 <br />FREEBOARD <br />2-YR. <br />W.S.=566�14 <br />566.58 <br />12" MIN <br />SED. STORo <br />a <br />�A��A/V <br />6" MIN. DEPTH GRAVEL FOUNDATION <br />MATERIAL PER WSDOT 9-03.12(1)B OR <br />AS SPECIFIED BY PROJECT GE07ECHNICAL <br />OR STRUCTURAL ENGINEER <br />TIP. SURFACE ACCESS: <br />`STANDARD MANHOLE RING AND SOLID <br />ROUND COVER (LOCKING) MARKED DRAIN, <br />LOCATION PER PLAN; SEE NOTE 5 <br />1.25' MIN. COVER <br />4 d a a <br />POLY STEPS OR <br />LADDER, BOLT TO <br />VAULT WALL <br />¢(w 1)7-Z <br />-5.0x 5.OX <br />TYPICAL NORTH VAULT SECTION <br />NOT TO SCALE <br />FINISH GRADE <br />6" MIN. FREEBOARD <br />12" MIN <br />SED. STORj <br />m as <br />:87 <br />563.99 <br />IE-i56+BB <br />WALL OPENING, SEE PLAN <br />FOR LOCATIONS (TYP.) <br />r12" VENTILATION PIPE FOR <br />ACCESS AND MAINTENANCE <br />NOTES: <br />1. VAULTS AND ALL APPURTENANCES SHALL MEET THE STRUCTURAL REQUIREMENTS FOR OVERBURDEN SUPPORT UNDER A MINIMUM HS-25 TRAFFIC <br />LOADING WITH ANY SPECIAL PROVISIONS OF THE STRUCTURAL PLANS AND DETAILS. <br />2. ALL METAL PARTS SHALL BE CORROSION RESISTANT STEEL PARTS SHALL BE STAINLESS STEEL, OR EQUIVALENT. <br />3. A CONTINUOUS PVC OR HYDROPHILIC WATER STOP SHALL BE INSTALLED AT ALL CAST -IN -PLACE CONCRETE CONSTRUCTION OR EXPANSION JOINTS. <br />FND. DRAIN: CONT. 4" PERF. <br />PVC DRAIN IN GRAVEL <br />BACKFILL, IE=563.25 <br />O <br />a <br />a <br />F <br />it <br />a <br />� <br />Z <br />in <br />o <br />¢ <br />> <br />z <br />0 <br />g <br />z <br />0 <br />EU <br />Of <br />3 <br />U <br />IL <br />0 <br />w <br />� <br />> <br />o <br />W <br />> <br />3 <br />0 <br />o <br />¢ <br />Uj <br />N <br />N <br />N <br />N <br />OVAL � l��•J' <br />THE AS -BUILT INFORMATION <br />SHOWN ON THIS PLAN IS PER <br />A FIELD SURVEY PERFORMED <br />3Y MEAD GILMAN ASSOCIATES <br />AND/OR RECORD DATA <br />PROVIDED BY THE <br />CONTRACTOR. <br />z <br />R <br />I - <br />CD <br />z <br />x <br />3 <br />z <br />z <br />0 <br />0 <br />U <br />x <br />i <br />0 <br />x <br />z <br />z <br />in <br />U <br />L.L <br />LL.I <br />J <br />~ <br />C <br />U <br />p <br />O <br />0 <br />Q <br />U <br />� <br />LJJ <br />C) <br />Uj <br />Uj <br />z <br />w <br />O <br />S <br />ILL <br />0 <br />L <br />U <br />CLIENT <br />FOUR CORNERS, LLC <br />10900 NE 8TH STREET <br />SUITE 1200 <br />BELLEVUE, WA98004 <br />PHONE: (425) 453-9551 <br />THE CONTRACTOR SHALL PROVIDE THE ENGINEER WITH MANUFACTURER DATA FOR THE SPECIFIC TYPE AND MODEL OF WATER STOP PROPOSED FOR C P H <br />REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. <br />4. THE 5k10' VAULT ACCESS OPENING SHALL BE INSTALLED AT THE LOCATION SHOWN ON THIS PLAN IN ACCORDANCE WITH ANY ADDITIONAL PROVISIONS <br />OF THE ACCOMPANYING STRUCTURAL PLANS AND DETAILS. THIS OPENING SHALL HAVE A PRE -MANUFACTURED LID INSTALLED FLUSH WITH ADJACENT <br />FINISHED GRADES. THE TYPE OF COVER MAY BE A REMOVABLE GRATE, SPRING -LOADED HATCH, SOLID, OR EQUIVALENT COMBINATION THAT PROVIDES CONSULTANTS <br />A CLEAR OPENING OF 5X10' THE LID SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS FOR THE SAME <br />STRUCTURAL LOADING CONDITIONS AS THE ASSOCIATED VAULT AS PROVIDED ON THE STRUCTURAL PLANS. THE CONTRACTOR SHALL PROVIDE THE Site Planning • Civil Engineering <br />ENGINEER WITH MANUFACTURER AND SUPPORTING STRUCTURAL DESIGN DATA TO CONFIRM THESE DESIGN PARAMETERS FOR THE ACTUAL TYPE AND Landscape Architecture • Land Use Consulting <br />MODEL OF THE VAULT ACCESS PROPOSED FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. 11321-B NE IMth street <br />5. RIM ELEVATIONS AND LOCATIONS SHALL BE PER PLAN AND MAY BE ADJUSTED AS REQUIRED TO ACCOMMODATE FINISHED GRADE CONDITIONS AS Kirkland, WA 9e034 • )425) 2852390 <br />APPROVED BY ENGINEER. 101 south Wenatchee Avenue, suite C3 <br />Wenatchee, WA 98MI • (509) 293-7731 <br />6. ALL UNSUITABLE SOILS SHALL BE REMOVED FROM FOOTPRINT OF VAULT AND TO A DISTANCE BEYOND THE VAULT EQUAL TO THE DEPTH OF OVER www.cahcansuItants.com <br />EXCAVATED MATERIAL IN ACCORDANCE WITH THE PROJECT PLANS AND SPECIFICATIONS, AND AS DIRECTED BY THE ENGINEER. ALL UNSUITABLE PROJECT NO. <br />MATERIAL SHALL BE REPLACED WITH SUITABLE COMPACT STRUCTURAL FILL MATERIAL. 002418-042 <br />7. VAULT LOCATION COORDINATES AND DIMENSIONS REFERENCE FINISHED INSIDE WALL UNLESS NOTED OTHERWISE. <br />DRAWING <br />C3.31 <br />SHEET 29 OF 62 <br />Copyright ® 2020 CPH Consultants, I.I.C. All Rlghts Reserved. <br />