Laserfiche WebLink
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 />M <br />M <br />M <br />U <br />/ <br />E <br />d <br />'4 4 <br />_ �-- <br />\ <br />all -ad- as a ° TYPE 248" � <br />l s s - <br />+ s RIVE C \ i ' <br />i <br />l El <br />n s oAC AV -A 40,- <br />1 <br />'i <br />4.46 � - ° <br />ETA - T - - - <br />- <br />0L - W F <br />- latl la W � R M NHO RIN ° <br />/ - <br />12" TIL A710N PIPE W 2 RA RO ND VER L C G F K - <br />° <br />/ <br />S ESN S RIM FSS S OC A SS 5 <br />LOC ING RATE <br />TIFF F - - F 57 . F F F F 1F5 F F - - - - - - - - - - - - --- -- - -- RIM- 6B oO CB <br />-- - ---- --- -- -- _-- -- -- -- - - -- ----- - - - ---- --- O <br />° 315 <br />------ ------------ -- - --- ----- ----- ------------------------------------------------------ = TYPE 1 <br />i E <br />a <br />16'I 6' 38 62, RIM 56' 6,\ 16 ---------- - _ �/ <br />ro 44+0o DRIVE D RIM=57 j7 45 o <br />\ \ O <br />WALL OPENING 1-- <br />5x10 GR ACCESS _ <br />( ) - <br />___________________________________________ ______________________' �______�-_________-----__= M=570. 0 EE NOTE 4 <br />M "_" .73 80. ro 84'21 <br />VIIIIIIIII` Ak10' GRA D AC ESS, RI = <br />IM-571.20, SEE OTE 0 , 5 572 < m ; <br />94 <br />LJJ IIIIIIII� - - --- --- - - (` -- -------12-----A110N_PIPE / 4 <br />--- --- - -- --- - - --- -- <br />W---- -- - -- - -- -- -- - -- ---- --- --- - --- --- -- - - - - --- -- - --- <br />ti <br />_ ° -4 LOCXING GR�1 <br />- -�- --- -- - ----- -�- 1 RIM=57 .6g /0, <br />-- - s 1 + <br />CS100 s s � s _ � a � STA ' RT / <br />----- r TYPE 2-54 O <br />r - - wJ TIP. SURFACE ACCESS: STANDARD °'=5 <br />MANHOLE RING AND SOLID ROUND COVER <br />(LOCKING) MARKED DRAIN, LOCATION PER <br />PLAN. SEE NOTE 5 <br />4" PERF. PVC FOOTING DRAIN, 1�T <br />IE=556.92 1� <br />0 20 40 <br />PLAN IN FEET <br />VAULT PLAN <br />SCALE AS NOTED <br />5'x1O' GRATED <br />OPENING, SEE CAST -IN -PLACE REINF. CONC. <br />NOTE 4-----\ f <br />VAULT w/POURED OR <br />HOLLOW CORE PLANK LID <br />WALL OPENING, SEE PLAN <br />FOR LOCATIONS (TYP.) <br />a <br />0 16' 6' <br />of ¢ IE-584 <br />BOT.=556.84 <br />FTG. DRAIN: CONT. <br />4" PERF. PVC DRAIN <br />IN GRAVEL BACKFILL; <br />IE=556.92 <br />SUITABLE COMPACT NATIVE OR <br />IMPORT STRUCTURAL FILL <br />SUBGRADE MATERIAL <br />TYPICAL SOUTH VAULT SECTION <br />NOT TO SCALE <br />TYP. SURFACE ACCESS: <br />STANDARD MANHOLE RING AND SOLID <br />ROUND COVER (LOCKING) MARKED DRAIN, <br />LOCATIONS PER PLAN; SEE NOTE 5- <br />FINISH GRADE ,-1.25'MIN. COVER <br />4 <br />4 <br />563.27 564.26 <br />100-YR W.S.-mac TOP RISER--564.34r <br />563.19 6" MIN. FREEBOARD <br />50-YR. W.S.=563-L}r <br />561.91 <br />10-YR. W.S.661.94 <br />0 <br />560.69 v~i <br />2-YR. W.S.=56B.42- <br />J <br />VAULT BOT. <br />12" MIN. SEDIMENT STORAGE <br />4 ° <br />NOTES: <br />1. VAULTS AND ALL APPURTENANCES SHALL MEET THE STRUCTURAL REQUIREMENTS FOR OVERBURDEN SUPPORT UNDER A MINIMUM <br />HS-25, HS-20, FIRE TRUCK, OUTRIGGER AND/OR VACTOR TRAFFIC LOADING WITH ANY SPECIAL PROVISIONS OF THE STRUCTURAL <br />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 <br />EXPANSION JOINTS. THE CONTRACTOR SHALL PROVIDE THE ENGINEER WITH MANUFACTURER DATA FOR THE SPECIFIC TYPE AND MODEL <br />OF WATER STOP PROPOSED FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. <br />4. THE 5k10' VAULT ACCESS OPENING SHALL BE INSTALLED AT THE LOCA71ON SHOWN ON THIS PLAN IN ACCORDANCE WITH ANY <br />ADDITIONAL PROVISIONS OF THE ACCOMPANYING STRUCTURAL PLANS AND DETAILS. THIS OPENING SHALL HAVE A PRE -MANUFACTURED <br />LID INSTALLED FLUSH WITH ADJACENT FINISHED GRADES. THE TYPE OF COVER MAY BE A REMOVABLE GRATE, SPRING -LOADED HATCH, <br />SOLID, OR EQUIVALENT COMBINA77ON THAT PROVIDES A CLEAR OPENING OF 5WIO' THE LID SHALL BE DESIGNED AND INSTALLED IN <br />ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS FOR THE SAME STRUCTURAL LOADING CONDITIONS AS THE ASSOCIATED VAULT AS <br />PROVIDED ON THE STRUCTURAL PLANS. THE CONTRACTOR SHALL PROVIDE THE ENGINEER WITH MANUFACTURER AND SUPPORTING <br />STRUCTURAL DESIGN DATA TO CONFIRM THESE DESIGN PARAMETERS FOR THE ACTUAL TYPE AND MODEL OF THE VAULT ACCESS <br />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 <br />COND17IONS AS 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 <br />DEPTH OF OVER EXCAVATED MATERIAL IN ACCORDANCE WITH THE PROJECT PLANS AND SPECIFICATIONS, AND AS DIRECTED BY THE <br />ENGINEER. ALL UNSUITABLE MATERIAL SHALL BE REPLACED WITH SUITABLE COMPACT STRUCTURAL FILL MATERIAL, <br />7. VAULT LOCA77ON COORDINATES AND DIMENSIONS REFERENCE FINISHED INSIDE WALL UNLESS NOTED OTHERWISE. <br />6" MIN. DEPTH GRAVEL FOUNDA71ON <br />MATERIAL PER WSDOT 9-03.12(1)B OR <br />AS SPECIFIED BY PROJECT GEOTECHNICAL <br />OR STRUCTURAL ENGINEER <br />I is <br />560.78 <br />IE=56B:89 <br />557.82 <br />IE=55�8f <br />-a - <br />FTG. DRAIN: CONTT, <br />4" PERF. PVC DRAIN <br />IN GRAVEL BACKFILL; <br />IE=556.92 <br />IE=BOT. FIG. <br />SEE STRUCT. PLANS <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 557.81 <br />VAULT1� <br />TYPE 2-54" DIAM. - <br />CATCH BASIN <br />REMOVABLE PIPE SECTION <br />w/SOLID END PLATE <br />LOCKING MANHOLE <br />COVER AND FRAME <br />OPEN RISER END <br />564.31 <br />TOP RISER=56+-3+ <br />1.7656" DIAM. ORIF <br />561.89 <br />IE-- +9:2= <br />FLOW TO <br />WQ100 <br />WATERTIGHT <br />GASKETED JOINT <br />of � <br />1.625" DIAM. ORIFICE <br />FLOW CONTROL STRUCTURE - CS100 <br />NOT TO SCALE <br />TYP. SURFACE ACCESS: <br />STANDARD MANHOLE RING AND SOLID <br />ROUND COVER (LOCKING) MARKED DRAIN, <br />LOCATION PER PLAN; SEE NOTE 5- <br />5 Px 10' GRATED <br />OPENING, SEE FINISH GRADE <br />NOTE 4-\ <br />1.25' MIN. COVER <br />6" MIN. FREEBOARD <br />�. ° <br />560.78 <br />IE(IN)=568:86 <br />557.86 <br />IE=5579B_ <br />12" MIN. SED. STORAGE <br />TYPICAL SOUTH VAULT SECTION <br />NOT TO SCALE <br />4 e <br />557.82 <br />4 UT)=S&7-i f <br />5.Ox 5.OX <br />POLY STEPS OR <br />LADDER, FASTEN TO <br />VAULT WALL <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 />O <br />CL <br />a <br />F <br />it <br />IL <br />z <br />rn <br />o <br />z <br />0 <br />5 <br />z_ <br />0 <br />3 <br />U <br />0 <br />w <br />W <br />H <br />z <br />o <br />W <br />3 <br />0 <br />o <br />0 <br />c-I <br />r <br />N <br />W <br />N <br />ti <br />N <br />ti <br />N <br />i <br />�GI a1C1412- <br />FS �RyLo� <br />OVAL l�Q <br />y�� <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 />z <br />z <br />x <br />3 <br />z <br />z <br />0 <br />U <br />x <br />i <br />0 <br />x <br />z <br />z <br />in <br />o <br />ad <br />z <br />Q <br />U <br />L.L <br />ED <br />7 J <br />L Q <br />Z <br />o <br />0 <br />O <br />o <br />LjjI..L <br />�' <br />w <br />Ld <br />O <br />� <br />LL <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: <br />(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. c p h c o n s u l t a n ts. c om <br />PROJECT NO. <br />0024-18-042 <br />DRAWING <br />C3.33 <br />SHEET 31 OF 62 <br />Copyright ® 2020 CPH Consultants, LLC. All Rights Reserved. <br />