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<br />SW 1/4, SEC. 07, TWP. 28N., R05E, W.M.
<br />IE(12"SE)-56+.2+
<br />561.11 28050700JO0400
<br />CB205 TYPE 2-48"
<br />" STA 190 "' 90, 16`"' RT 190+44.58, 16.81'
<br />57LF 12 SO RIM=5635+569.34
<br />S--' 9 IE(12`N)=56�561.56 79TH PLACE SOUTHEAST
<br />` IE(12"5E)=56fI561.56
<br />I f- 193+00 794+00
<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 />\ PROJECT BOUNDARY (TYP.) NORTH VAULT CB25, TYPE 1 CB20 TYPE 1 - N
<br />vr/
<br />28LF i ° SEE DET. C3.31
<br />LSD" � E.a STA ,
<br />ar7i7 En 10+20.21, 0.91' RT STA 23+98.57, 0.74' RT
<br />0.93% 9
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<br />57--------- , - -
<br />Ro - Ro r -WRR -RD rm rso- Ro rsa Ro -0rm - ao o_
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<br />IE=569 53 2 E �21 9 5 E 2 1 7 1 43 F 1" S
<br />1A T 19 0. e ^114+D _SrI5054L 0
<br />12"
<br />1 69. 5 2 1 3+ E.. ' 5 L5 II `5--06ff
<br />IEr,ANW)=561.78561.82 +�� �+ •+ �+
<br />IE-56 2 STA RT
<br />IEr12t)-58;.;C -90 UNITS --------SEEC3.31 39LF F72" SD-
<br />----STALLS-- _ -
<br />--- NORTHWEST VAULT ------ ---� ' I' I' ' I "IN I I IN,I IN IN
<br />N$ SEE DET. C3.32 E t N 1�. `',\ 'IN ,'
<br />® ® 563.10 II 2,
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<br />° ® I RD � � � � sa 0.92%I II
<br />1 � w I .�I III Ili III � II I to li li •Ili
<br />o 09LF CB120, TYPE 9 I 2+DO I I TIE=ss6�& DRIVE L
<br />O L I�..� ��2i
<br />STA T li 567.07 " SD Ili IE=5661H00
<br />�II 1+1 I.B�, 0. i �� IE=56X99 S=0.00% I>' POLYDl�AIN l
<br />o IE= 2 8^ AR=57 .5 ® S TEM, 0 I II
<br />Cc 570.40 Il --- ��- --=�w7 la 3.5811
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<br />II > -1 6 )=572.Q0 Blnrl
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<br />SLOPE=0.5% MIN.
<br />65LF 8 9 1361F
<br />75LIF �i "° -�D = Ro - -0a - as a 5
<br />1 CONVEYED PER 1 , I.I o (
<br />CLAIM DEED C
<br />F
<br />No. 1es2950 12" SD ll�
<br />.569.56
<br />IE- 2L
<br />= 8.5d • I
<br />2 IE=56i`94
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<br />1 �m I� I ° ---- - ---- �--- - ---- ---- - 569.87------------------J II °I •I
<br />-- °--------------------
<br />--- -- --- ---- -----
<br />f08L II y18LF 12" SD ---- 8 --- - -- CB10, TYPE Y-48" it
<br />uEYED PER '�- : rli 1 95 UNITS 1 174LF . I.
<br />DEED
<br />748386&748387 I - a 21+6�9.4'P, O. ' RT
<br />4 `I
<br />w I• li C 10, E -o
<br />57.2 II �• S 2 IE=571.?5
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<br />a 571.04 572121 I as - - as - a- as de am ae = as '
<br />IE=568r7 2
<br />o IE=569:68 2 I. d41i t
<br />570.80 --L ------ -- - --- 1 I11OLF �al
<br />a IE- IE�571.85 m ��
<br />7 CB10TD, TYPE 1 a . CB 15, 1YP 1 7+ 4. 7 3.6
<br />STA 96+80.43, 28.09 RT STA 99t$948�
<br />RIM=57448 573.74 1R SH 9 - 0 98+° o� bCF 12�519 Do a
<br />IE(81E)=b;z1-B9 570.72 157
<br />5 s== W DRIVE 1( 2 ►E Si I l
<br />IN
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<br />oo IE=570.60 2 57.92
<br />• D.f TA 7+ 74 , .08' T �` I,°III
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<br />nI 101LF to l
<br />o - Ro - �_ �- - Ra - Ro �nz �-0 Ro_ l �BBEF�2" S¢
<br />IE-575� 2 .1 D 5 LF " -- - 1 52 1
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<br />S8 .53 S S 4•, S 1.15% 1 3 F S 1.33971- 4 10 56720 2 r
<br />LI 0 1 CB2 0, 011
<br />1- OLI LI "--
<br />N TYPE 1 65LF 8 CB105, TYPE 2-48 a CB118,
<br />z STA 97+53.94, 27.67 RT �„ « 6 .9
<br />A �-- -- ---------8d UNI75- -- ---- -----STA-�,�Too.�o`o.� T- cn
<br />RT ---- ----- GAR=574.6 __ _9,9j49.97 9,14' -- a a
<br />y"------EB-STALtS- ------------- - ---- 3 L 1 IE=568.65
<br />o 96+95.121l 14.47' 1 53LF +
<br />At 1 53LF C8100, TYPE 2-48" o
<br />Q Ly 188E 1 ® ® 01 2-48" TA RT 0 11
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<br />OSTORM DRAIN CLEANOUT PER DET. ON SHT, C3.100,
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<br />O7 TYP. FLOA TABLE SEPARATOR PER DET. ON C3.11
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<br />PER PLAN, SIM. TO COE STD. DWG. 618
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<br />DRAIN wIMETAL GRATE, POLYCAST SERIES 600 w/BOT.
<br />OTRENCH
<br />9 CUTOUT FOR OUTLET PIPE CONN. OR APPROVED EQ., RIM ELEV.
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<br />ROXIMATE LOCATION
<br />70' GAS LINE ESMT.
<br />NO. 200103060293
<br />28050700306900
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<br />CB260, TYPE 1-SOLID LID
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<br />® STORM DRAIN PIPE
<br />SD CATCH BASIN
<br />CLEANOUT
<br />- Ra - 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 />3. CATCH BASIN INLETS SHALL BE STANDARD RECTANGULAR
<br />FRAMES WITH VANED GRATES (201111 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 />-.�,5 wo.1 r
<br />OVAL
<br />THE AS -BUILT INFORMATION
<br />SHOWN ON THIS PLAN IS PER
<br />A FIELD SURVEY PERFORMED
<br />BY MEAD GILMAN ASSOCIATES
<br />AND/OR RECORD DATA
<br />PROVIDED BY THE
<br />CONTRACTOR.
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<br />IE(12'SW)=556cii- 556.25
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<br />FOUR CORNERS LLC
<br />---_--_-_-_-_---_-_
<br />_- -
<br />CB315, TYP a
<br />05-9.6
<br />STA LT
<br />10900 NE 8TH STREET
<br />33LF 12 SD
<br />60.78 --- _
<br />_ 0_._58%'
<br />46+1 0.85'
<br />SUITE 1200
<br />S= 45+00
<br />E_
<br />.42,
<br />WQ100, SD TREA ENT VAULT,
<br />BELLEVUE, WA98004
<br />PHONE:(425)453-9551
<br />-
<br />SEE DET. ON SHT. C3.100
<br />-e -
<br />-
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<br />12" SD
<br />- -_
<br />-_ ®a-- �
<br />S=1.25%
<br />--- °--� o e ®•®, �) 46+17,' 15.41 A683
<br />' 410 46 solid lid C P H
<br />- - - - - E STA gv"Tio"cr4a RT
<br />Q` RIM=565r�9 564.80 28050700301300
<br />r 30LF ;�2": p.\
<br />1 3. 3 o A :-=duo .,,;.;,' IE(12"sw)=�T 5Z74 CONSULTANTS
<br />IE(12"SE)- 557.74 Site Planning , CNiI Engineering
<br />0o Landscape Architecture • Land Use Consulting
<br />O�x 11321-B NE 1201h Street
<br />Kirkland, WA 98034 • )425) 285-2390
<br />CS100, TYPE -54" 101 South Wenatchee Avenue, Suite C3
<br />STA ' RT 46+08.85, 37.21' Wenatchee, WA 98MI • (509) 293-7731
<br />SEE DET. SHT. C3.33 www. c p h c o in s u l t a in ts. c om
<br />PROJECT NO.
<br />0024-18-042
<br />N DRAWING
<br />0 30 60 C3.10
<br />PLAN IN FEET SHEET 23 OF 62
<br />Copyright ® 2020 CPH Consultants, I.I.C. All Rights Reserved.
<br />
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