|
3
<br />C
<br />U
<br />/
<br />E
<br />a
<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, •` `"' RT 190+44.58, 16.81'
<br />57LF 12 SO RIM=5635+569.34
<br />S-�-' 9 IE(127V)=56�561.56 79TH PLACE SOUTHEAST
<br />` IE(12"SE)=56�-6&561.56
<br />193+00 794+00 1.
<br />\ PROJECT BOUNDARY (TYP.) NORTH VAULT CB25, TYPE 1 CB20 TYPE 1 - N
<br />vr/
<br />28LF " i s SEE DET. C3.31 STA ' Ef
<br />. F 12 SD E. o °
<br />0.91' RT STA .
<br />S=963 a E.n 10+20.21, ---------- 23+98.57, 0.74' RT
<br />0.93% \ e.9
<br />Ro - Ro r �s I --Rp Ra Ro- RD R6 - 0 RD - RD o
<br />E.1 ;E1
<br />IE=56 3 2 E 1 1 9 5 E 2 1 7 1 43 F 1" S
<br />1A T 19 0. 1% ^114+D 5054L 6
<br />1 69. 5 2 1 3+ E.. ' S 1.5 I
<br />IEJ570.86 2 1 IIANW)=56 8561.82 ,��,�, •, �,
<br />570.86 STA
<br />IEr12t)=,C;.;C �-90 VNtTS-75 --------SEE-C3.31 39LF4 J211 SD-
<br />----STALLS-- _ -
<br />--- NORTHWEST VAULT ------ ---5 I I III -
<br />N $ SEE DET. C3.32
<br />o i i 1 a I�i
<br />0 2 n •i
<br />1 5 7.8
<br />12
<br />$I
<br />Ll
<br />E. sa ��
<br />1
<br />m ° �I 2 4 II I o
<br />O
<br />am Q- as Las as -ae as as I' IE-
<br />CID l s
<br />r E n 1563,I99 c.1
<br />Ln
<br />0o 5
<br />12 4D RD
<br />r�
<br />o 09LF
<br />o CB120, TYPE.1 , �.
<br />DRIVE _
<br />IE566H10IN
<br />l 1 ISTA T _D
<br />1+1 80. IE=56X99 S=0.00% POLYDgAIN
<br />�
<br />ei
<br />o IE=56684A 2 8m AR=b7 .5 ® . R ' SYSTEM, 0 I l i
<br />I
<br />Cc 570.40 Il 2--
<br />- - - 3.581i li
<br />as IE 6 )=572.00 6inrri
<br />o I 1 5% MIN.
<br />_ - e -- e ---- SLOPE=0.
<br />65LF 8 LF l A
<br />1 75L'F li Ro -�° - Ro - -0a - as 5
<br />CONVEYED PER
<br />F 12
<br />SD
<br />I
<br />-
<br />j CIF
<br />S 0.50%
<br />l
<br />23+54.62, 0.2 ' RT1
<br />7 37
<br />59
<br />1
<br />l a°
<br />B TYPE 1-L-SOLID LIOU
<br />1
<br />u�i
<br />�
<br />STA
<br />8
<br />a
<br />+
<br />I �
<br />+36.94, 11.06'
<br />38LF
<br />111111
<br />12" SD
<br />1
<br />S=0:53*-O.50%
<br />4
<br />567.
<br />2
<br />1
<br />la
<br />0
<br />+
<br />l -
<br />.
<br />28LF
<br />N
<br />7OLF
<br />1
<br />I
<br />�
<br />I
<br />r�
<br />I
<br />53LF
<br />9
<br />1
<br />;I
<br />r
<br />'
<br />I°
<br />CB255 TYPE 1-SOLID LID
<br />i
<br />1
<br />23+19.12, 10.
<br />77LF
<br />ran
<br />ao
<br />,,'i
<br />2 IE=566 65
<br />568.88
<br />s@
<br />L
<br />95 UNITS
<br />c.5
<br />v�
<br />I '.
<br />63 STALLS
<br />a
<br />+
<br />=566.62
<br />CONSTRUCTION NOTES
<br />O
<br />U
<br />2
<br />i
<br />p
<br />v
<br />2
<br />f
<br />2
<br />f
<br />2
<br />f
<br />2
<br />f
<br />2
<br />f
<br />2
<br />f
<br />p
<br />W
<br />x
<br />x
<br />x
<br />x
<br />x
<br />O 6" PVC FOR BLDG. DRAIN CONN., S=1.0% MIN.
<br />OSTORM DRAIN CLEANOUT PER DET. ON SHT, C3.100,
<br />2
<br />w
<br />a
<br />INVERT ELEV. PER PLAN
<br />z
<br />o
<br />ADJUST EXIST. CATCH BASIN TO FINISHED GRADE
<br />O
<br />¢
<br />z
<br />z
<br />z
<br />R.
<br />z
<br />o
<br />O REMOVE EXIST CB AND CAP SO PIPE AT BACK OF SIDEWALK
<br />Q
<br />Y
<br />Oz
<br />a
<br />o
<br />`�
<br />5O CAP EXIST. CULVERT AT BACK OF SIDEWALK
<br />J_
<br />�
<br />Q
<br />O
<br />Q
<br />p
<br />z
<br />Z
<br />U
<br />a
<br />2
<br />m
<br />28050700300600 6 REMOVE EXIST. SD STRUCTURE AND PIPE w W w z p ca
<br />O7 TIP. FLOA TABLE SEPARATOR PER DET. ON C3.11
<br />z
<br />C7
<br />a
<br />¢
<br />Q
<br />N
<br />p
<br />o
<br />Z
<br />o
<br />Q
<br />z
<br />o
<br />Z
<br />3
<br />D
<br />o
<br />o
<br />m?0
<br />o
<br />p
<br />PVC, S=1.00% IN STL. OR DI CASING PIPE, APPROX. LENGTH
<br />0
<br />W
<br />2
<br /><
<br />$
<br />6
<br />z
<br />o
<br />O6"
<br />8 PER PLAN, SIM. TO COE STD. DWG. 618
<br />�,
<br />of
<br />o
<br />m
<br />o
<br />W
<br />TRENCH DRAIN wi GRATE, POLYCAST SERIES 600 111
<br />O CUTOUT FOR OUTLET PIPE CONN. OR APPROVED EQ., RIM ELEV.
<br />�
<br />oAND
<br />APPROX. LENGTH PER PLAN
<br />".-On
<br />m
<br />c,
<br />ROXIMATE LOCATION
<br />70' GAS LINE ESMT.
<br />NO. 200103060293
<br />28050700306900
<br />® STORM DRAIN PIPE
<br />SO 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 />Is it 13
<br />`C - Fr ®�� y ; , L �II��J r ,- O I\ I:-::-- I -
<br />t �NNNNNklllll �. --
<br />444
<br />I�rarr� ..:I i
<br />4 DEED S 0 i �V44 n o
<br />VEYED PER
<br />/r �
<br />I
<br />/, • •
<br />�CB266,7VE 1-SOLID LID
<br />571.26
<br />01 �7c W
<br />572121
<br />571.04
<br />. © _ ►. �l III
<br />®' �II►1 �. / : / I. 1 II 01OLFIE
<br />• „ o I■IIII el-
<br />�■I,
<br />MAL
<br />B i C--�s�l_ _570.A727._ _
<br />r 11111 QD
<br />i�
<br />11 logo w
<br />VIl1- I \ - ,� : / II ii 'i� lla1:G1'a•J / `
<br />a rim.
<br />I t„iII��i�-I•
<br />rItIt�crI
<br />a�I I .
<br />IE
<br />©NN v�
<br />i©
<br />o�(�ai�®�''�. _ `• 1 ,. �dr��
<br />1 1 I U o �,a •• � en�n"
<br />CII Cr
<br />O
<br />Cc awl
<br />!'_!1 Ln •
<br />QD WIN
<br />o
<br />0
<br />0
<br />0
<br />m
<br />D. 7
<br />� Ili I�t�s►�� c� � i II!s��" I I '
<br />STA
<br />I Jt / ► I • . 'I��: • I1� I 45+00
<br />/ I I / I -�� •! -,� A / I I I .: 1
<br />O\\\\\\\\\\\\\ ENT VAULT,
<br />SEE DET, ON SHT. C3.100
<br />MIS
<br />-�
<br />�21
<br />OVAL ^^'' l�Q
<br />Y�
<br />ti
<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.
<br />z
<br />0
<br />z
<br />z
<br />z
<br />U
<br />x
<br />i
<br />0
<br />x
<br />En
<br />O
<br />U
<br />Z
<br />a
<br />W
<br />z
<br />Z
<br />o
<br />LU
<br />Q
<br />O
<br />o
<br />LL
<br />Q
<br />Q
<br />U
<br />Uj
<br />x
<br />w
<br />O
<br />0
<br />L
<br />U
<br />CLIENT
<br />FOUR CORNERS, LLC
<br />10900 NE 8TH STREET
<br />SUITE 1200
<br />BELLEVUE, WA98004
<br />PHONE: (425) 453-9551
<br />® 46+17,18,,ib41
<br />A. c " a 410 48 so id lid ^
<br />Q rFA < - - Q, , , STA 4v6Ti6�49 RT
<br />p
<br />RIM,56539- 4 56 .80 S UT VA LT �8050700301300
<br />°r D.7 30LF��2 SD \
<br />--- - FMM- - A
<br />`-J ' ' ' S E ET. ON SH 3. 3
<br />Q�
<br />�� � IE 12"SW =a�i rr 57.74
<br />CONSULTANTS
<br />5 9.1 0 - n
<br />IE 12"SE -
<br />..
<br />557.74 It Planning Ivll Engineering ( ) Sea C
<br />9
<br />SEE C3.11 0o Landscape Architecture • Land Use Consulting
<br />O�x 11321-B NE 1201h Sheet
<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 T. T. 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 />
|