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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 />3 <br />t <br />M <br />U <br />/ <br />E <br />a <br />0 <br />TYP. SURFACE ACCESS: STANDARD MANHOLE RING <br />W/GRATED ROUND COVER (LOCKING) FOR <br />VENTILATION, LOCATION PER PLAN. SEE NOTE 5----) <br />J <br />ILL <br />I I <br />of <br />h <br />0 I I <br />—N I of <br />I ;L <br />°I <br />I I. <br />sue, I L <br />I I I <br />°I <br />o <br />VAULT PLAN <br />SCALE AS NOTED <br />STA �I <br />FG=572. <br />5xlO' G TED ACCESS, <br />RIM= SEE NOTE <br />IF <br />BiE <br />IL 5 ✓�62_4_4 <br />WALL OPENING, SEE PLAN <br />FOR LOCATIONS (TYP.) <br />1.25' MIN. COVER <br />FND. DRAIN: CONT. <br />4" PERF. PVC DRAIN <br />IN GRAVEL BACKFILL, <br />BOT.=556.84 <br />BOT. FIG. <br />TYPICAL SOUTHWEST VAULT SECTION <br />NOT TO SCALE <br />-- L-- <br />_ <br />—� <br />o P <br />41+34.41 Y2' <br />r <br />STA LT <br />o <br />FG=573.34 <br />y <br />L <br />C <br />� <br />q <br />W <br />� VAN <br />A <br />I <br />p <br />LION PIP <br />� <br />i <br />I <br />TH FRAME AND <br />a <br />I <br />LOCKING GRATE <br />C <br />RIM=573.32 <br />—L <br />--------------- <br />— <br />o <br />ad <br />I I <br />s8 <br />4 <br />tD <br />I ALL <br />OPENING (TYP.) <br />RIM=572.48 <br />�;I <br />I <br />o <br />L° <br />d <br />Jy <br />1° <br />562.44 <br />O IE(IN)=56z 69 <br />6 <br />I V-✓/G.T i I Y� <br />i IL - s 557.90 <br />1.73,E =5 � <br />■I�Ti 4" PERF. PVC FOOTING DRAIN, o <br />IE=556.92 � + 10 <br />SURFACE ACCESS: STANDARD MANHOLE RING AND <br />SOLID ROUND COVER (LOCKING) MARKED DRAIN, <br />LOCATION PER PLAN. SEE NOTE 5 <br />°4 <br />t <br />c <br />i <br />c <br />Ba=--� <br />VENTILATION PIPE <br />I FRAME AND <br />KING GRA TIT <br />CAST —IN —PLACE REINF. CONC. <br />VAULT w/POURED OR HOLLOW <br />CORE PLANK LID (TIP.) <br />VAULT BOT. <br />4 <br />SUITABLE COMPACT NATIVE OR <br />IMPORT STRUCTURAL FILL <br />SUBGRADE MATERIAL <br />N <br />0 20 40 <br />PLAN IN FEET <br />4 <br />5z10' GRATED <br />OPENING, SEE NOTE 4 <br />FINISH GRADE <br />TIP. SURFACE ACCESS: <br />STANDARD MANHOLE RING AND SOLID <br />ROUND COVER (LOCKING) MARKED DRAIN, <br />LOCATION PER PLAN; SEE NOTE 5 <br />WALL OPENING, SEE PLAN <br />FOR LOCATIONS (TIP.) <br />r-6n MIN. FREEBOARD <br />4 <br />4 <br />100-YR W.S.=564-3B 563.27 <br />50-YR. W.S.=`ems 563.19 <br />10-YR. WS.-561.94 561.91 <br />2-YR. W.S.--M9:-7-_P- 560.69 <br />6" MIN. DEPTH GRAVEL FOUNDATION <br />MATERIAL PER WSDOT 9-03.12(1)B OR <br />AS SPECIFIED BY PROJECT GEOTECHNICAL <br />OR STRUCTURAL ENGINEER <br />562.44 FROM <br />IE=562-66 <br />FND. DRAIN: CONT. <br />4" PERF. PVC DRAIN <br />IN GRAVEL BACKFILL, <br />IE=556.92 <br />BOT.=556.38 <br />Iiiil�7t� <br />SEE STRUCT. PLANS (T <br />4 <br />12 " MIN <br />SED. STORAGE <br />TYPICAL SOUTHWEST VAULT SECTION <br />NOT TO SCALE <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. <br />4 <br />POLY STEPS OR <br />LADDER, BOLT TO <br />VAULT WALL <br />12" MIN. SED. STORAGE <br />1.25' MIN. COVER <br />L <br />RECORD DRAWING I <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 />FINISH GRADE <br />562.35 <br />557.90 <br />1— <br />ox <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 ® 2020 CPH Consultants, U.C. Al Rlghts Reserved. <br />0 <br />a <br />a <br />F <br />it <br />a <br />ICC - <br />z <br />z <br />o <br />¢ <br />> <br />z <br />0 <br />g <br />to <br />z <br />0 <br />Vj <br />3 <br />U <br />IL <br />0 <br />w <br />W <br />2 <br />H <br />> <br />z <br />0 <br />W <br />> <br />3 <br />0 <br />o <br />CC <br />Q <br />c-I <br />r <br />N <br />N <br />-a- <br />N <br />N <br />N <br />N <br />.00 <br />1-9 <br />GI a1S1412- <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 />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 />Q <br />0 W <br />w z <br />Z o Z) <br />O o 3 <br />Ld <br />c) Ld <br />Ld <br />w <br />O �' ILL <br />0 <br />U. U <br />CLIENT <br />FOUR CORNERS, LLC <br />10900 NE 8TH STREET <br />SUITE 1200 <br />BELLEVUE, WA98004 <br />PHONE: (425) 453-9551 <br />C P H <br />CONSULTANTS <br />Site Planning * CNiI Engineering <br />Landscape Architecture • Land Use Consulting <br />11321-B NE 1201h Street <br />Kirkland, WA 98034 • (425) 285-2390 <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 />C3.34 <br />SHEET 32 OF 62 <br />