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SW 1/4, SEC. 07, TWP. 28N., R05E, W.M. <br />3 <br />N <br />M <br />U <br />a <br />0 <br />5'x10' GRATED ACCESS, <br />RIM=573.17, SEE NOTE 4 <br />FLOW <br />FROM D <br />FND. DRAIN: CONT. <br />4" PERF. PVC DRAIN <br />IN GRAVEL BACKFILL, <br />IE=563.25 <br />BOT.=562.00 <br />BOT. FIG. <br />SEE STRUCT, PLANS (TIP. <br />5k10' GRATED <br />OPENING, SEE NOTE 4 <br />INLET FROM RD <br />TYPICAL NORTHWEST VAULT SECTION <br />NOT TO SCALE <br />TYP. SURFACE ACCESS: <br />STANDARD MANHOLE RING AND <br />SOLID ROUND COVER (LOCKING) <br />MARKED DRAIN LOCATION PER <br />,,,+STA + PLAN. S E N0 5 = 12" <br />aa—aa <br />—as —aa —am a <br />6 <br />RI =572 8 <br />RD Ro <br />J1 ° <br />°I <br />°I <br />°I <br />12" VENTILATION °IP� <br />WITH FRAME AND ° <br />LOCKING GRATE <br />FG=572.19 al <br />s� <br />°I <br />�I <br />I <br />VAULT PLAN <br />SCALE AS NOTED <br />° d° <br />NORTH VAULT, <br />SEE SHT. C3.3H�1 <br />m1OC IAA <br />TYP. SURFACE ACCESS: <br />STANDARD MANHOLE RING AND SOLID <br />ROUND COVER (LOCKING) MARKED DRAIN, <br />LOCATION PER PLAN; SEE NOTE 5 <br />CAST -IN -PLACE REINF. CONIC. <br />`VAULT w/POURED OR HOLLOW <br />/ CORE PLANK LID <br />100-YR W.S.=51I 567.88 TOP OF RIS <br />50-YR. WI567.85 6" MIN. <br />10-YR. W.S.=566.99 567.12 FREEBOARD <br />2-YR. W.S.=561I 566.58 <br />VAULT BOT. <br />SUITABLE COMPACT NATIVE OR <br />IMPORT STRUCTURAL FILL <br />SUBGRADE MATERIAL <br />a —a —aa—as —aa— T• �I11 <br />_s <br />a s i <br />3 <br />ir <br />r <br />2' <br />4 WALL <br />OPENING (TYP.) <br />fig' <br />52' 4' <br />4�I~ <br />DRIVEL <br />140' <br />22' <br />47 <br />RIM— 57z:61 <br />IE= <br />RIM <br />572. 3 I, <br />IE=567. <br />STA <br />FG= <br />I <br />573.55 <br />T <br />--------- - ---- --- -- ---- -- -- - --- ---- --- - <br />II IE-5 3.58 JL � <br />I Lb -- <br />— L — - <br />-4 a �a <br />e---- --- --- <br />[ RD RD RD RD RD ° RD as —mil t as <br />12" MIN <br />SED. STORAGE <br />°° 4 <br />----- -- - - - <br />`; <br />RF. P C 17INGI DRAI <br />3.25 SUR ACEACCESS.- <br />IF <br />= STA DARD MAN LE NG <br />i = W/G ATED ROUNDCOVER <br />LOC<1NG) FOR N <br />PLAN. SEE NOTE 5 0 20 40 <br />--- --- <br />-------- - - - -- - - - - - - - - - - - - - -- <br />PLAN IN FEET <br />RECORD DRAWING <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 (TYP.) <br />12" VENTILATION PIPE FOR <br />FINISH GRADE r ACCESS AND MAINTENANCE <br />1.25' MIN. COVER <br />562.80 <br />a 4 <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 />6" MIN. FREEE <br />4" <br />.25' MIN. COVER <br />FINISH GRADE <br />r//v <br />lV <br />POLY STEPS OR y <br />LADDER, BOLT TO <br />N VAULT WALL <br />X�/ <br />/i <br />FND. DRAIN: CONT. / � <br />° <br />o <br />4" PERF. PVC DRAINj� + <br />¢ ^ <br />56280 <br />0 IE(OUT)=563 BB <br />IN GRAVEL BACKFILL, <br />IE=563.25 ✓/ /j` <br />iv 12" MIN. SED. STORAGE <br />° <br />06 <br />` <br />4 <br />OX 5.0% <br />5 OX 5.0% <br />�'7�5* <br />a <br />l <br />T. F7G.// <br />TYPICAL NORTHWEST VAULT SECTION <br />NOT TO SCALE <br />a <br />4 <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 />THE CONTRACTOR SHALL PROVIDE THE ENGINEER WITH MANUFACTURER DATA FOR THE SPECIFIC TYPE AND MODEL OF WATER STOP PROPOSED FOR <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 <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 <br />ENGINEER WITH MANUFACTURER AND SUPPORTING STRUCTURAL DESIGN DATA TO CONFIRM THESE DESIGN PARAMETERS FOR THE ACTUAL TYPE AND <br />MODEL OF THE VAULT ACCESS PROPOSED FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. <br />5. RIM ELEVATIONS AND LOCATIONS SHALL BE PER PLAN AND MAY BE ADJUSTED AS REQUIRED TO ACCOMMODATE FINISHED GRADE CONDITIONS AS <br />APPROVED BY ENGINEER. <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 <br />EXCAVATED MATERIAL IN ACCORDANCE WITH THE PROJECT PLANS AND SPECIFICATIONS, AND AS DIRECTED BY THE ENGINEER. ALL UNSUITABLE <br />MATERIAL SHALL BE REPLACED WITH SUITABLE COMPACT STRUCTURAL FILL MATERIAL. <br />7. VAULT LOCATION COORDINATES AND DIMENSIONS REFERENCE FINISHED INSIDE WALL UNLESS NOTED OTHERWISE. <br />Copyright 0 2020 CPH Consultants, I.I.C. All Rights Reserved. <br />U <br />i <br />f <br />f <br />f <br />f <br />0 <br />0_ <br />F <br />it <br />a <br />cc <br />� <br />z <br />rn <br />o <br />¢ <br />>W <br />z <br />z <br />0 <br />9 <br />g <br />z <br />zo <br />3 <br />U <br />EL <br />0 <br />w <br />W <br />M <br />H <br />> <br />0 <br />w <br />> <br />3 <br />0 <br />0 <br />¢ <br />Uj <br />Q <br />0 <br />N <br />N <br />m <br />N <br />N <br />N <br />8 <br />N <br />\ <br />OVAL l�Q <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 />0 <br />I — <br />CD <br />z <br />x <br />3 <br />z <br />z <br />0 <br />0 <br />U <br />2 <br />0 <br />0 <br />0 <br />0 <br />z <br />0 <br />CLIENT <br />FOUR CORNERS, LLC <br />10900 NE 8TH STREET <br />SUITE 1200 <br />BELLEVUE, INA 98004 <br />PHONE: (425) 453-9551 <br />C P H <br />CONSULTANTS <br />Site Planning • CNiI Engineering <br />Landscape Architecture • Land Use Consulting <br />11321-11NE 1201h sheet <br />Kirkland, WA 98034 • (425) 2852390 <br />101 South Wenatchee Avenue, Suite C3 <br />Wenatchee, WA 98MI • (509) 293-7731 <br />www.cphconsultants.com <br />PROJECT NO. <br />0024-18-042 <br />DRAWING <br />C3.32 <br />SHEET 30 OF 62 <br />