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OTOP1322126 <br />CGRD1322126 <br />CNOT1322126 <br />CSI T 1322126 <br />CUSDI322126 <br />CUWS1322126 <br />TBLOCK <br />ASI T1322126 <br />KEYMAP <br />WP <br />PTN. OF SW 1/4, SE 1/4 OF SEC 14, T28 N, <br />R4E W.M. <br />0 <br />1 <br />1 <br />CONSTRUCTION <br />NOTES <br />Ol <br />6" PVC FOR BLDG. DRAIN CONN., S=1.0% MIN. <br />m <br />J <br />SEE <br />C3.05 <br />2 <br />STORM DRAIN CLEANOUT PER DET. ON SHT. C3.100, <br />}I OP <br />- - Cp - - - - - _ <br />5' PRIVATE SD_ESMT CB306, TYPE//1z <br />I »i <br />O <br />INVERT ELEV. PER PLAN <br />-------�-- <br />oHP&r Op ��_� UP Op <br />0 Op 1 '0 <br />RIM=54959549.55 <br />15' PRI A <br />9 <br />M <br />(TYP.) <br />- <br />O3 <br />" <br />4 PVC PERE WALL DRAIN, SEE C3.01 <br />\ <br />OP <br />_ <br />OP -44¢615 45 <br />oHP&r 0 <br />D T. 121LF <br />1 IE=547.8 2 <br />- IE 6 = 4�.�0- _ <br />op OP <br />4" PVC PIPE FOR WALL DRAIN CONVEYANCE, SEE SHT. C3.01 <br />--- - OP <br />0 <br />a <br />�6 <br />RD RD - RD RD <br />55 <br />'- <br />0 <br />0P <br />+ <br />8O <br />CEMENT CONC. SIDEWALK PER COE STD. DWG. 312. SIDEWALK <br />-548- <br />- IE=547.8 2 \- / r <br />- �D <br />rJ - _ _ s <br />- f- RD RD - � <br />R o D - <br />R R� <br />�Y <br />FLUSH WITH ASPHALT NO CURB OR GUTTER. <br />- <br />r r - - <br />\ �_ <br />RD <br />_ <br />- - -T <br />- - - - - - - - - <br />- _ _ <br />CEMENT CONC TYPE A-1 CURB PER COE STD DWG 307 <br />a <br />/ <br />/ <br />_--------------- <br />I <br />-- - -- <br />- - r7M. <br />7 <br />O <br />CEMENT CONC DRIVEWAY RAMP TYPE 1 PER COE STD DWG 315 <br />Y <br />z <br />/ <br />V <br />I <br />4° <br />z <br />F <br />o <br />0 <br />10' PRIVA SD ESM <br />8� <br />CEMENT CONC. CURB AND SIDEWALK PER COE STD. DWG. 312 <br />17 16 <br />_ <br />y <br />O <br />SAWCUT, REMOVE AND REPLACE EXIST. AC PVMT. <br />a <br />it <br />- <br />\� <br />v <br />/ <br />- <br />- <br />AI <br />544- <br />GAR=sso.s <br />\ <br />13 12 11 10 <br />I GAR=550.5 <br />91 8 i 1 <br />u4i 6 <br />/ <br />/ <br />5 t} <br />Q <br />Q <br />w <br />In <br />2LF <br />1 <br />C 31 TYPE 1 <br />.I <br />BAR=549. GAR-55o.5 <br />3 <br />GAR-55a 5 AR-55a 5 GAR=55, 5 <br />2 1 I <br />GAR=55, 5 GAR-55, 5 <br />_j <br />LEGEND <br />H <br />a <br />N <br />LJ <br />DO <br />STORMDRAINPIPE <br />ci <br />z <br />6 TYP.) <br />2 86.19, 9. s <br />T -- <br />2�F I L I <br />I <br />El SO CATCH BASIN <br />00480600102001 <br />1 <br />- - - <br />_ _ <br />2+ - -_ <br />- <br />I <br />CLEANOUT W/ CAP <br />- <br />15' PRIVATE SD ESMT. <br />I <br />RD - ROOF DRAIN <br />101WA8 <br />` <br />36LF 12' SD ° <br />° ° <br />WALL DRAIN <br />0 <br />S \ S <br />12 ° SD <br />a <br />Y °° <br />_ <br />° AREA DRAIN <br />�� SSCt S T V,' <br />S S <br />S <br />� <br />IaNAL <br />PRIVATE) <br />9LF 1 <br />-- _- -SS - SS <br />---� <br />I <br />_ <br />RIP -RAP OUTLET PR07EC71ON <br />�dr; <br />1 <br />n <br />RD IF <br />SS -- <br />- y --- --- <br />S -- -� -- <br />-- <br />R. <br />SD Sp RD r <br />Sp <br />-548- <br />TRACT 999 -- - -- - v <br />- _ - <br />-- <br />1 O : _ <br />S <br />s a <br />THE UILT <br />CONN. WALL DRAIN <br />_ ___ - _- \ <br />-- T='� <br />S - r <br />' <br />NOTES, <br />SHOWN ONTHISI PLANISPER <br />WITH 6" PVC PIPE <br />----- <br />_ - -_ _-(A <br />- <br />--\ ------_ <br />A FIELD SURVEY PERFORMED <br />------- ------------------------------ <br />- - - <br />- ---------_- <br />1. <br />CATCH BASIN LOCATIONS SHOWN ON PLAN REPRESENT CENTER <br />BY PACIFIC COAST SURVEYS, <br />o <br />----------_-� -____ -- - <br />__ <br />OF STRUCTURE PER STRUCTURE PLACEMENT DETAIL ON SHT. <br />INC. DATA <br />CB2 TYPE 2- <br />� I <br />11LF <br />" <br />-1BEF 12 LSD <br />_------- <br />�_ - <br />- -- <br />i <br />C3.100. <br />PROVIDED BYOTHE <br />IE=547.2 <br />2 STA , RT I <br />+78 79, 32 7 <br />S \ <br />0.18% <br />STORM VAUL SEE DET. C3.20 <br />- <br />C - <br />LF- ` <br />I <br />2. <br />ALL STORM DRAINAGE (SD) CONVEYANCE PIPE SHALL BE LINED <br />CONTRACTOR. <br />18 19 <br />15' PRIVATE SD ESMT. cal <br />6" SOLID PVC <br />12" SD <br />CORRUGATED POLYETHYLENE (LCPE) UNO. <br />z <br />LOT 21 <br />GaR=ssa.s <br />F0011NGIWALL 00480600102109 <br />DRAIN CONN <br />00480600102102 <br />UNIT 7 <br />I INTERCITY GARDENS CONDO <br />5=2 <br />U <br />J. <br />CATCH BASIN INLETS SHALL BE STANDARD RECTANGULAR <br />o <br />cs <br />INTERCITY GARDEN TRACTS <br />132LF " <br />2 SO <br />�, <br />I A.F. #200605165002 <br />un <br />I <br />" <br />FRAMES WITH VANED GRATES (20 x24'� PER COE STD. DWG. <br />z <br />_ <br />VOL. 13, PAGE 43 <br />9 <br />/ <br />CB400, TYPE 1 <br />406 AND 411. SOLID LIDS FOR TYPE 2 CATCH BASINS SHALL <br />00450600102105 <br />S- I <br />0.0 % <br />21 PRIVATE ISf ESMT. <br />STA 33+f3 21941" RT <br />I <br />I <br />BE LOCKING FRAME AND GRATE OR LID PER COE S7D. DWG. <br />3 <br />23+44.25, 20.40' <br />611 (UNO). <br />SEE C3.03 <br />SEE <br />C3.05 <br />w <br />4. <br />TYPE 1 CATCH BASIN TO BE PER COE S7D. DWG. 402. TYPE <br />0 <br />1-L CATCH BASIN TO BE PER COE STD. DWG. 403. TYPE 2 <br />CATCH BASIN TO BE PER COE STD. DWG. 405, DIAMETER <br />U) <br />PER PLAN. <br />5. <br />STORMWATER PIPE TRENCHES SHALL BE BACKFILLED IN <br />J z <br />ACCORDANCE WITH COE STD. DWG. 614. <br />Li 1A <br />O <br />6. <br />SOIL IN IMPERVIOUS AREAS SHALL BE AMENDED PER COE STD. <br />a <br />DWG. 202 AND 203. <br />=I ~ <br />565 <br />565 <br />7• <br />PRIVATE STORM DRAINAGE EASEMENTS SHALL BE SHOWN AND <br />DETAILED ON THE FINAL PLAT TO ENSURE THAT UPSTREAM <br />z <br />C Q <br />C <br />z <br />OWNERS CAN MAINTENANCE A DOWNSTREAM PORTION OF THE <br />Q W <br />SYSTEM PER DCSS 4-2.2(2) <br />a a <br />Y <br />560 <br />Q <br />560 <br />CC <br />I <br />FF 15 <br />o2n <br />I <br />14 <br />V <br />R o+e <br />I <br />o <br />17 6 09 8 7 6 5 4 3 2 1 <br />O <br />555 <br />o o <br />EXIST. GROUND ELEV. <br />h <br />+ o to <br />555 <br />J 0 w <br />eoy <br />AT DRIVE lK (TYP.) <br />FINISH GRADE ELEV. <br />NM> <br />r- <br />x <br />Z m O <br />r_Z J <br />vyw w <br />TRACT999 <br />w a o <br />AT DRIVE q (TYP.) <br />-1.08%2.67% <br />1.34% ---- <br />r <br />_--- <br />2079� - - <br />- <br />- \ <br />18 20 <br />M <br />W <br />550 <br />550 <br />S0.96% <br />CLIENT <br />-;--- _- - -- <br />221 <br />23 <br />CONN. <br />TO EXIST. <br />Q <br />545 <br />_-- � ------ <br />- - <br />-- <br />'b <br />WATER MAIN <br />545 <br />PACIFIC RIDGE HOMES <br />- _ - - - - <br />--5-- <br />- - - 0.77.T,- <br />- <br />100T11 STREETSW <br />17921 BOTHELL-EVERETT HWY <br />- <br />SUITE 100 <br />- <br />�� <br />BOTHELL, WA 98012 <br />O <br />TO VAULT <br />ry1. <br />C 400 TYPE i <br />R �G551.62 <br />KEYMAP NOT TO SCALE <br />PHONE: (425)438-8444 <br />540 <br />CB305 TYPE i DETENTION VAULT <br />I <br />127VW)-4' ^^ 547.02 <br />540 <br />CB310 TYPE 1 IE=54i-?6 <br />RIM=549--e2549.08 SEE SHT. C3.20 <br />TYPE " <br />- <br />H <br />541.20 IE(12"W)=545:-t�545.08 RIM-- f 50.8 <br />R(I21E) 4&2e19 .19 IE(12'L)-548.!0545.08 RIM=55B54550.88 <br />IE(12E)=546��546.1 IE(12"W)=54438544.28 <br />IE(12'N)=54�r}�545.08 <br />IE(6'NW)=546.25 IE(12"S)=54+36 544.28 <br />RECORDDRAWING <br />535 <br />C8200,',TYPE 2-54" <br />535 <br />This Record Drawing has been prepared, in part, <br />RIM=54938 549.50 12" SD <br />based on "As -Built" information provided by <br />CONSULTANTS <br />IE(12E)=54iz'8 541.18 S-151-119B9F <br />IE(12"S)=54*.:P�541.18 <br />others. Though the as -built information and this <br />Site Planning-CNilEngineering <br />0.18% <br />IE(6'SW)=541.28 <br />drawing are based on the best available <br />Landscape Architecture- Land Use Consulting <br />EXIST. <br />GROUND ELEV. AT DRIVE q <br />information, no presumption should be made <br />11321 -B NE 12M Street <br />530 <br />FFINISHED GRADE ELEV. AT DRIVE IF <br />530 <br />regarding the drawing's accuracy. <br />Jim Knappert 11/22/2024 <br />IOAdand, WA 98034-(4251285-2390 <br />101 South Wenatchee Avenue, Suite C3 <br />Wenatchee, WA 98B01-(509) 293-7731 <br />� <br />o °'� N �jM �I� <br />oj^ �j� <br />a iN �irn <br />M o LN <br />h � <br />o <br />www.cphconsul}an}s.com <br />PROJECT NO. <br />t`On aoo <br />Ui _ � � r< � � � 0 0 0 0 CD <br />o <br />Permitlnspector <br />of <br />of rn oi °t °t <br />Cr °t °t °t d <br />°t °t rn rn <br />n o �, U <br />._ <br />Ln <br />n <br />� <br />Lf)i Lf)i � W)) W)) <br />-n W)) Ln W)) v`t) <br />W)) -n W)) Ln h -n to <br />-n to U) � _n I W) <br />ur) � I h <br />`n ' <br />Ln <br />0132-21-026 <br />0 <br />5 10 <br />IN FEET <br />DRAWING <br />C3.�2 <br />20+00 20+40 20+80 21+20 21+60 22+00 22+40 22+80 23+20 23+60 <br />15 <br />O <br />20VERT. <br />40 <br />Knowwhat§below. <br />Call before you dig. <br />HORIZ. <br />IN FEET Copyright® 2024CPH Consultants, LLC. 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