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VICINITY <br />CGRD 13221,R <br />CNOT732212t <br />CSI T 1322126 <br />CUSD 13221,R <br />CUWS132212 <br />OTOP132212t <br />TBLOCK <br />OSI T 1322126 <br />ASI T1322126 <br />LEGEND <br />60 <br />EXIST. TOPOGRAPHIC CONTOUR <br />160-- <br />PROPOSED GRADE CONTOUR <br />TYPE 1 STORM DRAINAGE CATCH BASIN <br />%t <br />TYPE 2 STORM DRAINAGE CATCH BASIN <br />SD <br />STORM DRAINAGE PIPE (12" LCPE TYP. UNO) <br />RD - RD <br />6" PVC ROOF DRAIN CONN. <br />- - - - - <br />PRIVATE SO ESMT. <br />SO VAULT FOOTING DRAIN <br />WATER METER <br />W <br />8" DI WATER MAIN <br />SS <br />8" SDR 35 SANITARY SEWER <br />• <br />PRECAST MANHOLE <br />STRUCTURE TABLE <br />STRUCTURE <br />DETAILS <br />RIM=546�5.546.05 <br />CB100 <br />IE(12"E)=5d%.93539.65 <br />IE(127S)=53933539.65 <br />RIM=5493z-546.71 <br />CB102 <br />IE(12"E)=544.4&544.36 <br />IE(12"W)-544-48 544.36 <br />RIM=548:7ff54& 70 <br />CB103 <br />IE(12"W)--§46.92 544.95 <br />IE(12"E)-6 f& 02 544.95 <br />RIM=54844-54798 <br />IE(12"N)=54e.98 540.58 <br />CB105 <br />IE(12"W)=540.98 540.58 <br />IE(67N)=541.48 540.58 <br />RIM=49-3549.50 <br />CB200 <br />IE(12"E)=541.2e 541.18 <br />IE(12"S)=54!.:2e 541.18 <br />RIM=55B.74550.88 <br />CB300 <br />IE(12"W)=544:38.544.28 <br />IE(12"S)=54+Je 544.28 <br />RIM=349.92-549.08 <br />IE(12"W)-54& 1 e 545.08 <br />CB305 <br />IE(12"E)=545.1e 545.08 <br />IE(12"N)=545 i9-545.08 <br />RIM=549:59 549.55 <br />CB306 <br />IE(12"S)=54& B6545.80 <br />RIM=b49.89.549.19 <br />CB310 <br />IE(12"E)=546:20546.12 <br />RIM=551.56-551.62 <br />CB400 <br />IE(12"NW)=547-.B6547.02 <br />RIM=34941 548.88 <br />IE(12"SE)=�P543.53 <br />CS100 <br />IE(12 "N)=54f.z B-541.20 <br />IE(12"S)=541.29 541.20 <br />INV. 12" CONC. INV. 12" GONG <br />T _ EL=543.60' EL=543.37' <br />/ -544- - - <br />- - -- -Fay-_ <br />zz - - <br />-------546 <br />SS <br />d0 d0 <br />D SD <br />INV. 12" GONG. <br />EL - 539. 61 ' <br />PTN. OF SW 1/4, SE 1/4 OF SEC 14, TWP 28 N, R4E W.M. <br />LOT 19 <br />INTERCITY G�RDEN TRACTS <br />4 <br />CB RIM: 551.89'I <br />VOL. 73,1 PAGE 43 00480600101902 <br />12" CONC(N) IE=549.89'112" <br />004BO600101900 <br />---- <br />CONC(S) IE=549.79' <br />00480600707901 <br />12" CONC. CULVERT <br />-- <br />37LF 12" SO <br />S=1.00% <br />" <br />INV. 12CONC <br />PROPERTY <br />I <br />� <br />EL-549.97' <br />- OP - OP - - - - - - <br />BOUNDARY (TIP.) / <br />»w R I <br />� <br />_ <br />OHP&T OP �P -� OP <br />M <br />M <br />---------t - - \ OP op\--Ul OP OP <br />00480600102001 <br />- 5E=549.3715E=549.37 5E=549.37 <br />17 16 <br />I <br />---- <br />6" SOLID PVC <br />F007INGIWALL <br />DRAIN CONN. <br />LOT 21 <br />INTERCITY GARDEN TRACTS <br />VOL. 73, PAGE 43 <br />00480600702105 <br />ELI ----- l - <br />�42+00 <br />W W W W <br />SD <br />\ OP OP ' - <br />OHP&T OP OP�� <br />OP OP - - -- <br />Rr- RD D RD RD RD - ----- 55 P 0 <br />,T- \SS 1- RD - RD RD RD RD RD RD w <br />------- /7 _ 7- - - <br />o a 3 ' <br />i <br />5E-549. 7 5E=549.57 SE 49.57 <br />V / 5E=549.57 5E=549.57 SE=5 9.57 / <br />1 13 12 5E=549.57 1 5E=549.17 5E=549.77 SE-550.17 SE= 57 <br />� \ I 11 10 9 0.1sE=55o.17 sE=55o.s7 sE=55a.s7 <br />\ 8 �1 i 7 6 5 /14 3 <br />I <br />MAR <br />IWML <br />��---- <br />_ <br />_ <br />#8EF 12C SD - 55 - -------- - - <br />IE- : CB40 <br />18 19 20 5 ACCESS AND U11L111E 538.20 \r TYPE <br />v 15 U71LITY ESMT. ( y <br />5= <br />33LF W <br />sE=s49 47 sE=s49.47 sE=s4a 47 12" D D � �U <br />SD DETENTION/ 27.14% Z <br />WATER QUALITYVAULT I a0 O <br />220159(9.5' DEEP �y d <br />TOP EL.=546-.P;9-546.98 UNIT 1 I <br />out. EL.-wi49-536.27 NTERCITY GARDENS CONDO <br />100-YR W.S. orrvz546.45 A•F #20060516,3002 l y <br />6" SOLID PVC SEE DET. SHT. C3.20 <br />i INV. 12" PLASTIC I <br />o FOOTING/WALL <br />H I I DRAIN CONN. EL=549. 3' <br />I , <br />21 <br />it 5E=549.77 <br />,' 00480600102109 <br />!H I <br />22 <br />sE=s49.27 5 ,� \V//TRACT998 <br />7 cn (PRIVATE ACCESS AND U71LI71ES) <br />F I� 23Ll� �' F 12" SD <br />SE=549.27 E� S=10.50% <br />---- --- `� o: �I TREATMENT CATCH BASIN <br />-- ------ RIM=549.00 <br />- -05100 3 <br />1E(12V)=544-0G 547.00 <br />/ TYPE 2-54" SEE DETAIL SHT. C3.100 TYPE 1 W �Y�P�EF / SOLID 4OCKING LID <br />�F 12" SD <br />.--aa�cc�c 19" m �S=1.40% FUTUR <br />00 <br />M8+W �lI IS OS d0 <br />r <br />NOT FOUND -�: <br />12" SO <br />d0 TYPEd2'48 19+00 <br />OHP&T ` <br />1 41 <br />/ I <br />/ I <br />INV. 12" PLASTIC U� <br />EL= 548.98' <br />I <br />I <br />I <br />I I <br />NDO <br />TEMP. 12" SD CLVERT BY CI <br />_/E-v46:2 4 546.2g8- - <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 11/22/2024 <br />44+00 100TH STREET SW <br />(LOCAL ACCESS) <br />SS S NR - <br />d0 d0 CB RIM-54�?-IP'f00 <br />12" IRON(E) IE-546.62 <br />W 12" IRn^�f <br />2"WIN W <br />W W W <br />IE 12" IRON(E) 548.78' <br />IE 12" IRON(W) 548.78' <br />- 46+00 <br />- C71 S`j----_- <br />CB RIM=551.03' 2 +00 <br />12" IRON(E) IE=548.73' <br />46 <br />\Q <br />INV 12" GONG <br />EL=549.78' <br />I <br />CB RIM: 552.21' <br />12" CONC(N) IE=549.61' <br />12" CONC(S) IE=549.51' <br />11•411 <br />�a <br />I <br />CB (RECORD) <br />12" CONC(N) RECORD <br />12" CONC(S) RECORD <br />El <br />°I ❑ <br />`p <br />al <br />1' <br />al° <br />I <br />� N <br />,In <br />•a� <br />e <br />a` I <br />CB IM-551.76' <br />12" ONC(N) IE=548.66' <br />12" ONC(W) IE=548.56' <br />Of <br />to <br />IL <br />z <br />2 <br />3 <br />it <br />0 <br />3 <br />(n <br />cm) <br />¢ <br />LU <br />a <br />w <br />c�' <br />m <br />d <br />az <br />5 <br />_41I <br />THE AS -BUILT INFORMATION <br />SHOWN ON THIS PLAN IS PEA <br />A FIELD SURVEY PERFORMED <br />BY PACIFIC COAST SURVEYS, <br />INC. AND/OR RECORD DATA <br />PROVIDED BY THE <br />CONTRACTOR. <br />z <br />0 <br />z <br />z <br />3 <br />z <br />Z) <br />0 <br />x <br />2 <br />0 <br />0 <br />0 <br />z <br />a <br />W C~ w <br />C C7 <br />Q W Q <br />Z) a <br />a Y Q <br />Z U) <br />J <br />O V Q <br />J W w <br />z 00 Eu� <br />LU aLL <br />00 U <br />CLIENT <br />PACIFIC RIDGE HOMES <br />17921 BOTHELL-EVERETT HWY <br />SUITE 100 <br />BOTHELL, WA 98012 <br />PHONE: (425)438-8444 <br />C P H <br />CONSULTANTS <br />Site Planning , Civil Engineering <br />Landscape Architecture - Land Use Consulting <br />11321-B NE 1201h Street <br />Krkland, WA 98034 - )425) 285-2390 <br />101 South Wenatchee Avenue, Suite C3 <br />Wenatchee, WA 98801 - (509) 293-7731 <br />www.cphconsuItants.com <br />PROJECT NO. <br />0132-21-026 <br />DRAWING 0 20 40 C3.01 <br />PLAN IN FEET SHEET 11 OF 30 <br />Copydght ® 2024 CPH Consultants, LLC. All Rights Reserved. <br />