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SW 1/4, SEC. 07, TWP. 28N., R05E, W.M. IN
<br />CONSTRUCTION NOTES
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<br />DI IE G73(74 (N) (REMOVED) l
<br />� 10' PP IIE 94 (S) J �.
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<br />� CONN. EST. ORM
<br />o Oe SYS M D RIM TO
<br />IL(�2"s) 72.85
<br />�E(12'N) 72.80
<br />IE(10"W) 72.79
<br />IE(12'L)= 72.79
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<br />PVC PIPE EXT. (OPEN
<br />END), AS REOb.-
<br />PVC TEE w/OPEN ENDS
<br />PRE -CAST CONC.
<br />TYPE 1 CATCH BASIN
<br />38L 1 III S
<br />L III
<br />s 1 68
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<br />b 56
<br />120
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<br />- NITS ----------------- �----------------
<br />DRIVE - 1---------50 S�ALL�---
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<br />CB156,aTYPE 1 5 8" ti 1 2L 12 SD
<br />STA 60I64.55, 0.00' T S- . 1
<br />♦ h s=ems s� / -
<br />60+53.49, 0.04• a 0.57X ♦ 0.72% 64 0 113LF 12�, SD
<br />- - W S--B 4* CB170, TYPE 1 � �� / °° �x&
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<br />B1 0,�E� 2-11" g3kaa STA RT
<br />TA L cn ♦ / 65+35.56, 0.19 C�
<br />62+83.85, 20.68LT " xmuwrm,xdwmnWw L1rdMWL'IWIrRlawlw]L Ww \ /°
<br />` DRIVE G 62+00 \\ IN/
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<br />r C3 (#1818) ® T 51LF 12"/SD /
<br />s IM 5 4. 71 i ` ` --- 1 $=1. 76 , ° /� ��
<br />„ DI E 5 3.33 (W) 1. _. /
<br />w DI E 5 3.30 (E) ( CB175, TYPE 1
<br />1 DJU T R/6 i0 FGINN I STA 65+38.20, 51.09 RT \ F a
<br />WI I NNNIN
<br />RIM .)
<br />I 8„ DI IFIE 573.89 (W) 574 W W� •€ _ W W.
<br />�tS GAS
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<br />TO REMAIN
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<br />= I CB305, TYPE L I i / - �7
<br />W 1 I STA RT 81+64.48, 21.61� / M - - RIM=574.95 57 .
<br />FE(-}2" 57&- 41 IE(8 )=573.36
<br />+ I EXIST. EVERETT DAVITA °
<br />DIALYSIS CLINIC
<br />r4�'
<br />(TO REMAIN) 28050700302000
<br />CB300, TYPE 1-L
<br />BLE INc: E f4T STA 80+81.37, 0.00• T /
<br />REC. NO, 981216 I\ 4 P / Op
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<br />---- ; L 0.00' SEWER PIPELINE ES
<br />------- �76- � L� REC. N0. 2297684 �� A O
<br />OR (glq8o)
<br />RIM 574,14
<br />70" CPP I� 973 14_�N�,
<br />°X,
<br />0 M/
<br />AREA OF RELINQUISHMENT
<br />REC. NO. 2046848 /
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<br />TOSLAND HALF ACRE GARDEN TRACTS
<br />VOL. 77, PG. 107 AREA ACQUIRED BY
<br />SUPERIOR COURT CASE
<br />LOT 28 � N0. 93074
<br />STANDARD FRAME
<br />w/LOCKING HERRINGBONE
<br />GRATE, RIM=PER PLAN
<br />' GASKETED BEND,
<br />AS REOb.
<br />� � OUTLET PIPE
<br />NOTE.• ALL FITTINGS TO
<br />MATCH SIZE OF OUTLET PIPE
<br />TYPICAL FLOATABLE SEPARATOR
<br />NOT TO SCALE
<br />o°
<br />28050700301100
<br />6" PVC FOR BLDG. DRAIN CONIC, 5=1.0% MIN.
<br />O� STORM DRAIN CLEANOUT PER DET. ON SHT. C3.100,
<br />INVERT ELEV. PER PLAN
<br />O ADJUST EXIST. CATCH BASIN TO FINISHED GRADE
<br />REMOVE EXIST CB AND CAP SD PIPE AT BACK OF SIDEWALK
<br />O� CAP EXIST. CULVERT AT BACK OF SIDEWALK
<br />REMOVE EXIST. SD STRUCTURE AND PIPE
<br />O7 TIP. FLOATABLE SEPARATOR PER DET. ON C3.11
<br />O6' PVC, S=1.00% IN STL. OR DI CASING PIPE, APPROX. LENGTH
<br />PER PLAN, SIM. TO COE STD. DWG. 618
<br />OTRENCH DRAIN w/METAL GRATE, POLYCAST SERIES 600 w/BOT.
<br />CUTOUT FOR OUTLET PIPE CONN. OR APPROVED EQ., RIM ELEV.
<br />AND APPROX. LENGTH PER PLAN
<br />LEGEND
<br />STORM DRAIN PIPE
<br />o SD CATCH BASIN
<br />CLEANOUT
<br />- RD - ROOF DRAIN
<br />® AREA DRAIN
<br />NOTES:
<br />1. CATCH BASIN LOCATIONS SHOWN ON PLAN REPRESENT
<br />CENTER OF STRUCTURE PER STRUCTURE PLACEMENT
<br />DETAIL ON SHT. C3.100.
<br />2. ALL STORM DRAINAGE (SD) CONVEYANCE PIPE SHALL BE
<br />LINED CORRUGATED POLYETHYLENE (LCPE), UNO.
<br />J. CATCH BASIN INLETS SHALL BE STANDARD RECTANGULAR
<br />FRAMES WITH VANED GRATES (20 z24� PER COE STD. DWG.
<br />406 AND 411. SOLID LIDS FOR TYPE 2 CATCH BASINS
<br />SHALL BE LOCKING FRAME AND GRATE OR LID PER COE
<br />STD. DWG. 611 (UNO).
<br />4. TYPE 1 CATCH BASIN TO BE PER COE STD. DWG. 402.
<br />TYPE 1-L CATCH BASIN TO BE PER COE STD. DWG. 403.
<br />TYPE 2 CATCH BASIN TO BE PER COE STD. DWG. 405,
<br />DIAMETER PER PLAN.
<br />5. STORMWATER PIPE TRENCHES SHALL BE BACKFILLED IN
<br />ACCORDANCE WITH COE STD. DWG. 614
<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
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<br />0 30 60
<br />PLAN IN FEET
<br />Copyright ® 2020 CPH Consultants, U.C. All Rlghts Resenretl.
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<br />THE AS -BUILT INFORMATION
<br />iHOWN 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.in
<br />CLIENT
<br />FOUR CORNERS, LLC
<br />10900 NE 8TH STREET
<br />SUITE 1200
<br />BELLEVUE, WA98004
<br />PHONE: (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 Sheet
<br />Kirkland, WA 98034.14251285-2390
<br />101 South Wenatchee Avenue, Suite C3 I
<br />Wenatchee, WA 98801 •15091293-7131
<br />www.cphconsul}an}s.com
<br />PROJECT N0.
<br />002418-042
<br />DRAWING
<br />C3.11
<br />SHEET 24 OF 62
<br />
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