|
0
<br />N
<br />i
<br />E
<br />SW 1/4, SEC. 07, TI 28N., R05E, W.M.
<br />U i f i f f i f
<br />-GAS -GAS -GAS - CAS -CAS -CAS - L MF't ,
<br />\ O GAS -GAS -GAS GAS - GAS - GAS -
<br />� 93+9 •y7 797H PACE ST 193+95.91, 27.13 RT SEE STAIR DET. SHT. C2.24 0 0 0 0 0 0 0
<br />\ 5 PROJECT BOUNDARY (TIP.) ROW �8050700300400 S-CAS- AS C S GAS
<br />= 193+95.91 79TH PLACE SE D IVEWA APARTMENT BUILDING (TIP.) CONSTRUCTION NOTES �\\n STA 190+35.22 27.12' RT m o 0 0 0 0 0 o i
<br />voff 12 ,� �8050700300600
<br />BEGIN, SA
<br />STA +18.90, 26.63' RT m
<br />STA 190+94.37, 1 .71' RT 7 12 18 z
<br />AWCUT 12 STA 193+70.25, 26.64' RT O SINGLE DIRECTION CURB RAMP PER WSDOT STD. PLAN 0
<br />190 os 7 12 BEGIN a F-40.16-03 g W
<br />- st+oo 192+ STA 24+31.42, 18.50 RT 2 0 a
<br />R7-1 'NO PARKING' SIGN. INSTALL PER COE STD. DWG. 716 (L ( m
<br />\ 2' 10+00.00 DRIVE A - - - 7 - z =
<br />+ N Ir O CONTINUOUS 4 HIGH BLACK VINYL COATED CHAIN LINK FENCE, o
<br />/ •.. i SD rj BB _ 114+50.21 DRIVEL 31.8' STA 23+99.33, 15.75' LT CESE TYPE 4 PER WSDOT STD. PLAN L-20.10-03. APPROX. LENGTH o o N 0
<br />PER PLAN °n ¢ w w a
<br />O E' (COLLECTOR ARTERIAL) O a a
<br />CEMENT CONCRETE TYPE E-2 o_
<br />-- --
<br />SD T `' -- -- w W W W TYPE C CURB RAMP PER COE STD. DWG. 320 E3 o a ~ Z
<br />w CURB PER COE STD. DWG. 309, as z jL 3 W
<br />- r--� r--- r--- r---� ^� o s -. -{GAS ASNPE GAS cns cns- s 8O APPROX. LENGTH PER PLAN z 2¢ r a z a a SD - f--- -- -- --- --J CC-------- p c8i o 0� a a g o
<br />E.1 D Fn o m m Y 0
<br />6.5' O CEMENT CONC. SIDEWALK W/ INTEGRAL CURB PER DIET ON SHT. - W > > > >
<br />79TH PLACESEj oo E 7 LF 6 III 9 a. - -- ---- e. 6 C2.100; APPROX. LENGTH PER PLAN ¢ o 0 0 0
<br />(LOCAL ACCESSoA ) I 3 I 8 '
<br />0( ) a l \ O CEMENT CONCRETE SIDEWALK PER COE STD. DWG. 312, SIDEWALK W N N N N N N co N
<br />I1 A I 7 WIDTH PER PLAN Gip
<br />L____ ___ ____ ____ ____ ____ _______
<br />r 9f- TALS --- f1 } } f pl m v n rn 1
<br />-------- ---- STALLS--- ----- ----- ----- -------------- T O STANDARD PARKING STALL PAVEMENT MARKINGS PER DET. ON
<br />T -- 6 F , <" SHT. C2.100 z
<br />T 118.5' I °°
<br />T Oe 1 6 8 i�11 I o APPRox1MArE LOCATION O 'EMERGENCY ACCESS ONLY" SIGN. INSTALL UNDER 'NO NOT
<br />O / 6 I 0 + 9
<br />CCQ � I i I D 6LF ,� II, A; , z ENTER" SIGN
<br />O 6L 5 ° 1 la __ ° RtC. N 0 10306 93 R
<br />S DET. ON .. WITH
<br />SD SID SD
<br />r O y--- -- ��-- -- ♦® T► �► ��R5-1 DO NOT ENTER SIGN. INSTALL PER COE STD. DWG. 716
<br />..WSDOTSTD. DETH-60.10-01
<br />1►��♦ i�� 0\\\\\\\\\\\ ��►J I _
<br />THE AS -BUILT INFORMATION
<br />SHOWN ON THIS PLAN IS PER
<br />WOOD BOARD FENCE, REF. LANDSCAPE FOR DETAILS
<br />CROSSWALK LAYOUT PER COE STD. DWG. 721 151 11,41 UILAArV A!iYTG1A ILS
<br />ANDIOR RECORD DATA
<br />Cm
<br />NMI L 95 UNITS CONTRACTOR.
<br />6 STALL
<br />)5OLF S CEMENT CONIC. CURB AND GUTTER PER COE STD. DWG. 307
<br />01
<br />FE E]!COMBINATION CURB RAMP PER WSDOT SID. PLAN F-40.14-03
<br />3' ALUMINUM PICKET FENCE, REF. LANDSCAPE FOR DETAILS
<br />AREA CONV YEA PER
<br />�����► ��� 'I III °' - �►�►9���� -295� CEMENT CONIC. DRIVEWAY RAMP TYPI PER COE STD. DW3. 315
<br />COMPACT PARKING STALL PAVEMENT MARKINGS PER DET. ON
<br />SHT. C2.100
<br />► /� - ',I��'��'��� a •a' • •• - - - ROOM
<br />-
<br />o ,�� ���►�� III �.�������� Ir©_ '�`'���� I ��
<br />TYPole
<br />--►�i�������������������M�����������ilwOr �������1����������������������������1 . -
<br />IRA IWAVOW116.-- -- -- ----
<br />�ri�j►��►I�<r���'��4N,���3���hiiv►�.v_►�,�-+►��►�►�'►����A�w�►A���O���♦ (, ■xi O ���♦ fit, III � --
<br />ere im 1 _46LFA NN
<br />= 30+00.00 DRIVE C
<br />Eli L I I I I -t-
<br />7 1 1 60 OL
<br />►�- ►-��
<br />177
<br />ION
<br />30
<br />II II '.I II it � I II .♦. ��.If ■711I - I ��_I�.,�♦�,, /' //
<br />I
<br />_@ A © I© Ire I����t�'►� ���A�'��'�«%'�� �I ��� ��`
<br />a
<br />®IRA,
<br />�,
<br />MINE
<br />PROPOSED BUILDING
<br />SIDEWALK
<br />-- -- SIDEWALK W/ INTEGRAL CURB
<br />STANDARD AC PAVEMENT
<br />(PER DET. ON C2.100)
<br />VEHICLE OVERHANG
<br />HEAVY AC PAVEMENT SECTION (SHT. C2.100)
<br />BLACK VINYL -COATED CHAIN LINK FENCE
<br />® CURB RETURN NO.
<br />(PER DET. ON C2.20-C224)
<br />a
<br />now whales below.
<br />PROPOSED BUILDING DETAILS
<br />BUILDING
<br />1 BEDROOM
<br />2 BEDROOM
<br />3 BEDROOM
<br />4 BEDROOM
<br />5 BEDROOM
<br />TOTAL
<br />AREA
<br />TYPE 1-A
<br />AREA TYPE
<br />VI
<br />TOTAL
<br />AREA
<br />TYPE A
<br />TYPE B
<br />TYPE A
<br />TYPE B
<br />TYPE A
<br />TYPE B
<br />TYPE A
<br />TYPE B
<br />TYPE A
<br />TYPE B
<br />A
<br />2
<br />38
<br />-
<br />5
<br />1
<br />14
<br />1
<br />9
<br />-
<br />-
<br />70
<br />17,355
<br />92,060
<br />109,415
<br />B
<br />1
<br />24
<br />2
<br />33
<br />1
<br />19
<br />1
<br />14
<br />-
<br />-
<br />95
<br />30,142
<br />133,705
<br />163,847
<br />C
<br />2
<br />33
<br />1
<br />29
<br />-
<br />10
<br />1
<br />19
<br />-
<br />-
<br />95
<br />26,102
<br />134,260
<br />160,362
<br />D
<br />2
<br />23
<br />1
<br />14
<br />1
<br />24
<br />1
<br />9
<br />-
<br />5
<br />80
<br />22,091
<br />117,505
<br />139,596
<br />E
<br />-
<br />25
<br />2
<br />28
<br />1
<br />9
<br />-
<br />15
<br />1
<br />9
<br />90
<br />25,462
<br />133,795
<br />159,257
<br />TOTAL
<br />7
<br />143
<br />6
<br />109
<br />4
<br />76
<br />4
<br />66
<br />1
<br />14
<br />430
<br />% OF MIX
<br />1.63%
<br />33.26%
<br />1.40%
<br />25.35%
<br />0.93%
<br />IZ67X
<br />0.93%
<br />15.35%
<br />0.23%
<br />3.26%
<br />TOTAL
<br />150
<br />115
<br />80
<br />70
<br />15
<br />STA' 96+70.41, 12.17' STADRI30A+43.57, 53.29' LT QQ
<br />61 LF I �° - - - - I SEE SHT. C2.24
<br />I I STA 46+24.50, 21.12' RT 17
<br />I I •¢
<br />REF. ARCHITECTURAL FOR
<br />BUILDING INFORMATION
<br />1J1,IDEPTH CLASS 3000
<br />TRASH CONCRETE APPROACH APRON
<br />a N
<br />I� I I
<br />5' I 25' 1 8' a
<br />a
<br />A l 0.8L FAIF
<br />L `0 SS TA 96+82.29, 26.08' hT-
<br />TRASH ENCLOSURE DETAIL
<br />A SCALE: 1 =10'
<br />CURB RAMP SCHEDULE
<br />PL EF.
<br />NO
<br />TYPE
<br />(CONSTRUCTION
<br />NOTE)
<br />STATION, OFFSET
<br />SHT.
<br />�A
<br />4
<br />STA 113+61.54, 30.50' LT
<br />C2.23
<br />©
<br />1
<br />STA 113+65.21 14.00 RT
<br />C2.23
<br />©
<br />4
<br />STA 112+86.50, 37.68' RT
<br />C2.23
<br />4
<br />STA 111+58.66, 35.27' LT
<br />C2.23
<br />1
<br />STA 110+87.00, 35.00' RT
<br />C2.23
<br />1
<br />STA 110+65.00, 35.00' RT
<br />C2.23
<br />©
<br />1
<br />STA 110+24.25, 14.00' RT
<br />C2.23
<br />�H
<br />1
<br />STA 110+24.75, 14.00' LT
<br />C2.23
<br />�1
<br />1
<br />STA 96+60.40, 11.00' LT
<br />C2.23
<br />J
<br />1
<br />STA 96+62.64, 11.08' RT
<br />C2.23
<br />�K
<br />4
<br />STA 96+92.24, 36.23' RT
<br />C2.23
<br />L
<br />4
<br />STA 99+98.56, 32.50' LT
<br />C2.23
<br />®
<br />1
<br />STA 100+12.56, 14.00' LT
<br />C2.23
<br />N
<br />4
<br />STA 100+12.20, 14.00' RT
<br />C2.23
<br />�0
<br />4
<br />STA 41+22.24, 32.50' LT
<br />C2.23
<br />P
<br />1
<br />STA 42+86.90, 13.92' LT
<br />C2.23
<br />4
<br />STA 42+81.89, 14.00' RT
<br />C2.23
<br />R
<br />4
<br />STA 44+63.85, 32.50' RT
<br />C2.23
<br />�S
<br />4
<br />STA 30+31.50, 32.64' LT
<br />C2.23
<br />T
<br />4
<br />STA 20+82.52, 14.00' RT
<br />C2.23
<br />�U
<br />1
<br />STA 20+B7.80, 14.20' LT
<br />C2.23
<br />V
<br />1
<br />STA 22+20.83, 32.80' RTT
<br />C2.23
<br />0
<br />4
<br />STA 21+80.83, 32.50' RT
<br />C2.23
<br />FX-1
<br />1
<br />STA 23+28.80, 12.80' RT
<br />C2.23
<br />Lyj
<br />4
<br />STA 23+30.55, 32.70' LT
<br />C2.24
<br />Fz_1
<br />1 4
<br />STA 45+21.03, 10.78' LT
<br />C2.24
<br />AA
<br />4
<br />STA 45+17.61, 14.00' RT
<br />C2.24
<br />BB
<br />1
<br />STA 192+90.00, 39.22' RT
<br />C2.24
<br />CC
<br />19
<br />STA 10+28.31, 15.65LT
<br />C2.24
<br />0
<br />0
<br />x
<br />z
<br />z
<br />O
<br />U
<br />LLJ
<br />z
<br />o
<br />NZ
<br />I..L
<br />O
<br />o 0
<br />DC
<br />o g
<br />w
<br />Z) t�
<br />U'
<br />w
<br />O
<br />Q
<br />0
<br />LL
<br />U
<br />CLIENT
<br />FOUR CORNERS, LLC
<br />10900 NE STH STREET
<br />SUITE 1200
<br />BELLEVUE, WA98004
<br />PHONE: (425) 453-9551
<br />C P H
<br />CONSULTANTS
<br />Site Planning • Civil Engineering
<br />Landscape Architecture • Land Use ConsuUing
<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) 293-1131
<br />www. c p h c o n s u l t a n ts. c a
<br />PROJECT NO.
<br />0024-18-042
<br />DRAWING n
<br />0 30 60 C2•01
<br />PLAN IN FEET SHEET 9 OF 62
<br />Copyright 0 2020 CPH ConsuttaMs, L.L.C. All Rights Reserved.
<br />
|