Laserfiche WebLink
OTOP1322126 <br />CGRD1322126 <br />CNOT1322126 <br />CSI T 1322126 <br />CUSDI322126 <br />CU WS1322126 <br />TBLOCK <br />KEYMAP <br />ASI T1322126 <br />3 <br />a <br />0 <br />U <br />Y <br />0 <br />37 <br />PTN. OF SW 1/4, <br />SE <br />1/4 OF SEC 14, TWP 28 IllR4E <br />W.M. <br />CONSTRUCTION NOTES <br />U <br />11 <br />f <br />Ol <br />6" PVC FOR BLDG. DRAIN CONN., S=1.0% MIN. <br />m <br />J <br />DRAIN CLEANOUT PER DET. ON SHT. C3.100, <br />OSTORM <br />INVERT ELEV. PER PLAN <br />(�3 <br />4" PVC PERF. WALL DRAIN, SEE C3.01 <br />O <br />4" PVC PIPE FOR WALL DRAIN CONVEYANCE, SEE SHT. C3.01 <br />SEE C3.02 <br />SEE C3.04 <br />O <br />CEMENT CONC. SIDEWALK PER COE SID. DWG. 312. SIDEWALK <br />FLUSH WITH ASPHALT, NO CURB OR GUTTER. <br />--t-;-r <br />TEMP. CULVERT <br />IE=5463+546.2 <br />1 F <br />12" SD <br />O <br />CEMENT CONC. 11PE A-1 CURB PER COE STD. DWG. 307 <br />Of <br />a <br />U) <br />z <br />\ r <br />r I 00480600102109 <br />CB103, TYPE 1 W/ SOLID LOCKING LID <br />- o <br />O7 <br />CEMENT CONC. DRIVEWAY RAMP TYPE 1 PER COE STD. DWG. 315 <br />Y <br />It <br />r CB200, TYPE 2-54 <br />- STA RT <br />STA 433+88g. ?r.3i-69' LT <br />43+88.76, 32.11' <br />I <br />8O <br />CEMENT CONC. CURB AND SIDEWALK PER COE STD. DWG. 312 <br />z <br />3 <br />4; <br />i <br />I <br />Fn <br />o <br />Ln r 6" PVC FOOTING " <br />\ / r r / C5100, TYPE 2-54 <br />cAR-5eo.5 r WALL DRAI CONN. 5LF 12 SD <br />'^ , •, <br />I <br />-� <br />h <br />y <br />_J <br />9 <br />O <br />SAWCUT, REMOVE AND REPLACE EXIST. AC PVMT. <br />� <br />a <br />w <br />x <br />STA o --o o711 RT S=1B &GX I W <br />66.60% a <br />/ 21� PRI TT SD ESMT. 10+40.80, <br />0.44' 44LF " <br />cvi <br />m <br />TRACT99s <br />+ 12 <br />D <br />/ � o <br />LEGEND <br />(RI ANTE ACCE S N <br />U LI E S 1 �41 <br />� <br />� <br />�, <br />\ IZ► <br />�/ <br />o <br />STORM DRAIN PIPE <br />d <br />z <br />a <br />9 <br />o SO CATCH BASIN <br />®-- <br />/ - \\ D SD S6 D <br />SD SD <br />0CLEANOUT <br />W/ CAP <br />Q WAS <br />LO <br />W <br />TRACT 9_-- W <br />- -� <br />- <br />- ROOF DRAIN <br />0� <br />_ _ - <br />�a <br />(ACCESS AND UTILITIES)---- J o <br />--- � <br />I <br />�Q�� <br />13,555 SF � (� 20 <br />WALL DRAIN <br />- 1gp�F IE=546. 2 <br />00 -1F 12" SD 61 F 1 <br />1 �}-F <br />5 IE- 45`4 f <br />7 <br />o <br />o� j <br />° AREA DRAIN <br />p��FC37610��0 <br />Fssll STe�ti <br />I�w <br />RIP -RAP OUTLET PR07EC71ON <br />22 236y F <br />19 5 RIVATE <br />GAR=550.6 T. <br />SD ESM <br />S= *, <br />1�55% <br />i „ l <br />CB105TYPE -48" <br />o , <br />(TYR) GAR-5 <br />STA '^' ^' T R <br />THE AS -BUILT INFORMATION <br />of 10+84.64, 1.71' <br />NOTES, <br />SHOWN ON THIS PLAN IS PER <br />SEE C3.02 I <br />SEE C$,04 <br />RECORD DRAWING <br />1. <br />CATCH BASIN LOCATIONS SHOWN ON PLAN REPRESENT CENTER <br />A FIELD SURVEY PERFORMED <br />BY PACIFIC COAST SURVEYS, <br />OF STRUCTURE PER STRUCTURE PLACEMENT DETAIL ON SHT. <br />INC. AND/OR RECORD DATA <br />This Record Drawing has been prepared, in part, <br />C3.100. <br />PROVIDED BY THE <br />- <br />-I - - - - - - - <br />CONTRACTOR. <br />based on "As -Built" information provided by <br />2. <br />ALL STORM DRAINAGE (SD) CONVEYANCE PIPE SHALL BE LINED <br />others. Though the as -built information and this <br />CORRUGATED POLYETHYLENE (LCPE), UNO. <br />zo <br />drawing are based on the best available <br />3. <br />CATCH BASIN INLETS SHALL BE STANDARD RECTANGULAR <br />information, no presumption should be made <br />p p <br />FRAMES WITH VANED GRATES (20"x24') PER COE STD. DWG. <br />406 AND 411. SOLID LIDS FOR TYPE 2 CATCH BASINS SHALL <br />regarding the drawings accuracy. <br />BE LOCKING FRAME AND GRATE OR LID PER COE STD. DWG. <br />3 <br />611 (UNO). <br />z <br />Jim Knappert 11/22/2024 <br />m <br />4. <br />TYPE 1 CATCH BASIN TO BE PER COE STD. DWG. 402. TYPE <br />W o <br />Permit Inspector <br />1-L CATCH BASIN TO BE PER COE S7D. DWG. 403. TYPE 2 <br />CATCH BASIN TO BE PER COE STD. DWG. 405, DIAMETER <br />CIE <br />O <br />PER PLAN. <br />U) <br />0 <br />5. <br />STORMWATER PIPE TRENCHES SHALL BE BACKFILLED IN <br />x <br />J z <br />ACCORDANCE WITH COE STD. DWG. 614. <br />Li to <br />O <br />6. <br />SOIL IN IMPERVIOUS AREAS SHALL BE AMENDED PER COE 57D. <br />a <br />DWG. 202 AND 203. <br />W z <br />560 <br />560 <br />7. <br />PRIVATE STORM DRAINAGE EASEMENTS SHALL BE SHOWN AND <br />DETAILED ON THE FINAL PLAT TO ENSURE THAT UPSTREAMOWNERS <br />C Q <br />C <br />z <br />CAN ANCE A DOWNSTREAM PORTION OF THE <br />W <br />DRIVE A LOT 20 LOT <br />21 <br />y <br />SYSTEM PER CSS 4N2.2(2) <br />ZD a a <br />I <br />TRACT 998 <br />I <br />Y <br />555 <br />30 <br />o <br />~ <br />555 <br />v Q: <br />f <br />1O <br />I I <br />Io <br />Q Cn <br />7 <br />FINISH GRADE ELEV. <br />15 14 <br />z <br />550 <br />I <br />0.27% -013% <br />AT DRIVE (TIP.) <br />I <br />d M <br />rn=•r <br />+LO'O <br />550 <br />17 6 09 8 7 65432 1 W <br />O V 0 <br />EXIST. GROUND ELEV. <br />AT DRIVE I <br />'S 30g <br />-1.23% 3.82% <br />r_ y <br />z_ w <br />= <br />m w <br />Eu, <br />(TYP.) <br />II <br />ACT999 <br />w <br />p <br />181 20 <br />545 <br />- ,,--_------- <br />545 <br />U <br />- - 732LF-"- <br />1331f 12 'SD <br />Q " <br />1�5� <br />�1 <br />CLIENT <br />O <br />m <br />540 <br />s=e:es <br />s-^ <br />540 <br />¢ <br />PACIFIC RIDGE HOMES <br />0.02% <br />1.41% <br />100 STREET SW <br />17921 BOTHELL-EVERETT HWY <br />SUITE 100 <br />CB200 TYPE 2-54" <br />CS100, TYPE 2-54" <br />CB105, TYPE 2-48" <br />RIM=549.38 549.50 <br />RIM-549a;548.88 <br />RIM=54&14 547.98 <br />KL MAP <br />PHONE: (425)438-8444 <br />535 <br />IE(12"L)=641�&541.18 <br />IE(12"SE)=543:5B543.53 <br />IE(12N)=54&98 540.58 <br />535 <br />NOT TO SCALE <br />IE(12'S)=54inpe 541.18 <br />IE(12'N)=541-2& 541.20 <br />IE(12"W)=549:96 540.58 <br />IE(6''SW)=541.28 IE(12'S)=541.219541.20 IE(6'N)=541.48 <br />C P H <br />530 <br />530 <br />CONSULTANTS <br />Site Planning - Civil Engineering <br />Landscape Architecture - Land Use Consulting <br />EXISTING GROUND ELEV. AT DRIVE � <br />11321-B NE 12M Street <br />525 <br />rFINISH GRADE ELEV. AT DRIVE <br />525 <br />IOrkland, WA 9e034-I425I 285-2390 <br />101 South Wenatchee Avenue, Suite C3 <br />II <br />Wenatchee, WA 98B01 - (509) 293-7731 <br />h�°.00 �.00 n LO Q°''n <br />a o^ �''� SIN <br />�''.^- "�',.N <br />�°. <br />www.cphconsultants.com <br />of d d Ln o L 0 <br />o ° ai O ai <br />0 <br />It <br />I< <br />'� <br />PROJECT NO. <br />`n h `� w) `� � `n `n h <br />`n � `n <br />`n � In � <br />0132-21-026 <br />0 <br />VERT. <br />5 10 <br />IN FEET <br />DRAWING <br />C3.03 <br />9+20 9+60 10+00 10+40 10+80 <br />15 <br />0 <br />20 40 <br />icttocall be ore you <br />Call before dig. <br />HORIZ. <br />IN FEET Copyright 0 2024 CPH Consultants, LLC. All Rights Reserved. <br />SHEET 13 OF 30 <br />