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SW 1/4, SEC. 07, TWP. 28N., R05E, W.M. <br />a <br />whgPa below. <br />POLY STEPS OR LADDER, <br />FASTEN TO CATCH BASIN WALL <br />FINISH GRADE—t <br />12" DIAM. RISER ASSEMBLY <br />8" DIAM. SHEAR <br />GATE W/ LIFT ROD <br />FLOW FROM <br />VAULT <br />CATCH BASIN <br />REMOVABLE PIPE SECTION <br />w/SOLID END PLATE <br />FLOW CONTROL STRUCTURE - CS200 <br />NOT TO SCALE <br />STA <br />�a <br />5Fx10' GRATED--- <br />HATCH/OPENING <br />I <br />VAULT PLAN <br />SCALE AS NOTED <br />LOCKING MANHOLE <br />COVER AND FRAME <br />� tOPEN RISER END <br />TOP RISER=568.00 <br />1.625" DIAM. ORIFICE. IE=565.50 <br />WATERTIGHT <br />GASKETED JOINT <br />1.625" DIAM. ORIFICE <br />TYP. SURFACE ACCESS: STANDARD MANHOLE RING <br />AND SOLID ROUND COVER (LOCKING) MARKED <br />DRAIN, LOCATION PER PLAN. SEE NOTE 5 <br />5'x10' GRATED <br />OPENING, SEE NOTE 4 <br />FND. DRAIN: CONT. <br />4" PERF. PVC DRAIN <br />IN GRAVEL BACKFlLL, <br />BOT,=561.65 <br />BOT. FIG. <br />SEE STRUCT. PLANS <br />TYPICAL VAULT SECTION <br />NOT TO SCALE <br />WALL OPENING, SEE PLAN <br />FOR LOCATIONS (TIP.) <br />rCAST-IN-PLACE REINF. CONC. <br />VAULT w/POURED OR HOLLOW <br />CORE PLANK LID (TIP.) <br />1.25' MIN. COVER <br />d 0 4 <br />TYP. SURFACE ACCESS: <br />STANDARD MANHOLE RING AND SOLID <br />ROUND COVER (LOCKING) MARKED DRAIN, <br />LOCATION PER PLAN; SEE NOTE 5 <br />10G <br />6" MIN. 50- <br />a <br />WALL OPENING, SEE PLAN <br />FOR LOCATIONS (TYP.) <br />I I - 7. P as <br />FREEBOARD 10-YR. W.S.=568.07 0 <br />2-YR. W.S.=56784 <br />4• 4, 4. <br />to <br />U) VAULT BOT. SED. STORAGE IE(OUT)=563.20� <br />SUITABLE COMPACT NATIVE OR <br />IMPORT STRUCTURAL FILL <br />SUBGRADE MATERIAL <br />FND. DRAIN: CONT. <br />4" PERF. PVC DRAIN <br />IN GRAVEL BACKFlLL, <br />IE=563.20 <br />BOT. FIG. <br />SEE STRUCT. PLANS (T <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 />TYP. 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 />�vivvivvivvivvivvivvivvivvivvivvivvivvivvivvivvivvivvivvivvivvi� <br />a <br />POLY STEPS OR <br />LADDER, BOLT TO <br />VAULT WALL <br />_ IE=565.07 <br />N <br />OIE(OUT)=563.20� <br />a <br />N <br />a <br />TYPICAL VAULT SECTION <br />NOT TO SCALE <br />a _ ° <br />FINISH GRADE <br />IE=564.57 <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 />r n <br />v / <br />55� <br />W <br />a <br />Z <br />o <br />0 <br />U <br />U <br />Lu <br />Of <br />Z <br />00 <br />0 <br />z <br />Lu <br />0 <br />o <br />LL <br />U <br />CLIENT <br />FOUR CORNERS, LLC <br />10900 NE 8TH STREET <br />SUITE 1200 <br />BELLEVUE, VIA 98004 <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 SXIO' 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 5'X1O'. THE LID SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH MANUFACTURER'S 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-s NE 1201h street <br />2390 <br />5. RIM ELEVATIONS AND LOCATIONS SHALL BE PER PLAN AND MAY BE ADJUSTED AS REQUIRED TO ACCOMMODATE FINISHED GRADE CONDITIONS AS Kirland en tche Avenue425) , <br />lot South Wenatchee Avenue, Suite <br />APPROVED BY ENGINEER. Wenatchee, WA 9e801 - I51Wt 293-n3131 <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.cphconsuItants.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. 0024-18-042 <br />7. VAULT LOCATION COORDINATES AND DIMENSIONS REFERENCE FINISHED INSIDE WALL UNLESS NOTED OTHERWISE. <br />DRAWING <br />C3.31 <br />SHEET27 OF 51 <br />Copyright ® 2020 CPH Consultants, -LC. All Rights Reserved. <br />a� <br />