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<br />APARTMENT BUILDING (TIP.) 28050700300600 CONSTRUCTION NOTES m
<br />DIRECTION CURB RAMP PER WSOOT STD. PLAN
<br />OSINGLE
<br />F-40.16-03
<br />O
<br />R7-1 'NO PARKING" SIGN. INSTALL PER COE STD. DWG. 716
<br />CONTINUOUS 4' HIGH BLACK VINYL COATED CHAIN LINK FENCE,
<br />79THPLACESE
<br />TYPE 4 PER WSDOT STD. PLAN L-20.10-03. APPROX. LENGTH
<br />PER PLAN
<br />(COLLECTOR ARTERIAL)
<br />--
<br />4O
<br />TYPE C CURB RAMP PER COE STD. DWG. 320
<br />cc
<br />--------
<br />'
<br />-
<br />W W
<br />a
<br />9P- -
<br />--0P "--=-"
<br />CEMENT CONCRETE TYPE E-2 CURB PER COE STD. DWG. 309,
<br />r
<br />GAS
<br />AS GAS
<br />-T
<br />5
<br />O
<br />APPROX. LENGTH PER PLAN
<br />z
<br />o
<br />--- ---
<br />0
<br />3
<br />-----
<br />----
<br />CEMENT CONC. SIDEWALK W/ INTEGRAL CURB PER DET. ON SHT.
<br />m
<br />/
<br />6
<br />C2.100, APPROX. LENGTH PER PLAN
<br />n
<br />N
<br />CONCRETE SIDEWALK PER COE STD. DWG. 312,
<br />'
<br />OCEMENT
<br />SIDEWALK WIDTH PER PLAN
<br />W
<br />o
<br />Q
<br />STANDARD PARKING STALL PAVEMENT MARKINGS PER DET. ON
<br />34LF
<br />\
<br />8
<br />O
<br />SHT. C2.100
<br />0
<br />z
<br />o ;\\
<br />APPROXIMATE LOCATION
<br />EMERGENCY ACCESS ONLY" SIGN. INSTALL UNDER 7V0 NOT
<br />N.
<br />REG. N .. 20 io3o6 93 ,..
<br />Q
<br />O
<br />ENTER" SIGN
<br />o -
<br />o 0
<br />10
<br />O
<br />ACCESSIBLE PARKING STALLS PER DET. ON SHT. C2.100 WITH
<br />I I
<br />�
<br />IIII
<br />O 0
<br />O
<br />WHEEL STOP
<br />�
<br />I
<br />IIJ
<br />u
<br />JIB
<br />11
<br />7RASH/RECYCLING ENCLOSURE, REF. ARCH. FOR DETAILS
<br />SD
<br />28050700306 00
<br />12
<br />O
<br />SAWCUT, REMOVE, AND REPLACE EXIST. AC PVMT,
<br />SD
<br />e SD
<br />854E
<br />I
<br />13
<br />R5-1 DO NOT ENTER SIGN. INSTALL PER COE STD. DWG. 716
<br />I w
<br />14
<br />O
<br />BOLLARD TYPE 1 PER WSDOT STD. DET. H-60.10-01
<br />�
<br />I
<br />8 ) TYP.
<br />// 15 6 BOARD FENCE, REF. LANDSCAPE FOR DETAILS
<br />CROSSWALK LAYOUT PER COE STD. DWG. 721
<br />95 UNITS g c� (P-;> 17 RI-1 STOP SIGN. INSTALL PER COE STD. DWG. 716
<br />63 STALLS o
<br />CEMENT CONC. CURB AND GUTTER PER COE STD. DWG. 307
<br />I
<br />A COMBINATION CURB RAMP PER WSDOT STD. PLAN F-40.14-03
<br />C2.10 I 20 CEMENT CONC. DRIVEWAY RAMP TYPE-1 PER COE STD. DWG. 315
<br />5 38LF Jill '
<br />I \ \
<br />\ I
<br />23+00
<br />II
<br />7.3
<br />N8841'29"W 182.26'
<br />-�
<br />REC 8'195LF 15
<br />10 TYP.
<br />.8 �o
<br />INT 20+47.52 DRIVE B ;
<br />= 30+00.00 DRIVE C a
<br />J 0 S 5 21L
<br />o
<br />r �
<br />8' oc
<br />v Z V v 8'
<br />°
<br />CC s
<br />s
<br />� v 1 .5 EL
<br />o 17.7� 16 6 77LF 8 TYP. 5 38LF 10 TIP.;
<br />5
<br />LEGEND SEE C2.02 TNT 42+05.64 DRIVE D INT 100+49.90 DRIVE K INT 20+01
<br />.,+ + = 43+16.65 DRIVE D _ .. , .0 .
<br />6 J61LF
<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-C2.24)
<br />•
<br />V
<br />rwne1GYY,befo ,iY1L
<br />c� o
<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 />V-A
<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 />1 2
<br />33
<br />1
<br />29
<br />-
<br />10
<br />1
<br />19
<br />-
<br />-
<br />1 95
<br />26,102
<br />1 134,260
<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 />17.67%
<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 />s°
<br />A ' � `\\\ \\ `\\\
<br />, r �
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<br />j
<br />STA 46+24.50. 21.12' RT
<br />CURB RAMP SCHEDULE
<br />PLgpf�2EF.
<br />0
<br />TYPE
<br />(CONSIRUC710N
<br />NOTE)
<br />STATION, OFFSET
<br />�A
<br />4
<br />STA 113+66.72, 30.83' LT
<br />B
<br />1 1
<br />STA 113+63.52, 14.00' RT
<br />©
<br />4
<br />STA 113+04.65, 38.42' RT
<br />D
<br />4
<br />STA 111+58.66, 35.27' LT
<br />1
<br />STA 110+87 00, 35.00' RT
<br />F
<br />1
<br />STA 110+65.00, 35.00' RT
<br />©
<br />1
<br />STA 110+19.83, 14.91' RT
<br />H
<br />1
<br />STA 110+19.86, 14.90' LT
<br />1
<br />STA 104+26.72, 11.30' RT
<br />J
<br />1
<br />STA 104+37,36, 11.08' LT
<br />�K
<br />4
<br />STA 104+07.87, 36.31' LT
<br />L
<br />4
<br />STA 101+01.44, 32.50' RT
<br />�M
<br />1
<br />STA 100+87.44, 14.00' RT
<br />N
<br />4
<br />STA 100+87,94, 14.00' LT
<br />00
<br />4
<br />STA 41+22.24, 32.50' LT
<br />P
<br />1
<br />STA 42+86.90, 13.92' LT
<br />®
<br />4
<br />STA 42+81.89, 14.00RT
<br />R
<br />4
<br />STA 44+63.85, 32.50' RT
<br />-2�jS
<br />4
<br />STA 30+5700, 32.50' LT
<br />�T
<br />4
<br />STA 20+96.02, 14.00' RT
<br />�U
<br />1
<br />STA 20+96.00, 14.00' LT
<br />�V
<br />1
<br />STA 21+33.33, 16.71' RT
<br />�W
<br />4
<br />STA 21+67.80, 32.50' RT
<br />�X
<br />1
<br />STA 23+30.55I 14.50' RT
<br />Y
<br />4
<br />STA 23+30.55, 32.50' LT
<br />�Z
<br />4
<br />STA 45+21.03, 10.78' LT
<br />AA
<br />4
<br />STA 45+17.01, 14.00' RT
<br />BB
<br />1
<br />STA 192+90.00, 39.22' RT
<br />CC
<br />19
<br />STA 10+28.31, 15.65' LT
<br />19
<br />STA 10+28.26, 16.18' RT
<br />N
<br />0 30 60
<br />PLAN IN FEET
<br />Copyright ® 2020 CPH consultants, -I-C. All Rights Reserved.
<br />w
<br />W
<br />LL
<br />0
<br />U
<br />CLIENT
<br />FOUR CORNERS, LLC
<br />10900 NE 8TH STREET
<br />SUITE 1200
<br />BELLEVUE, WA 98004
<br />PHONE: (425) 453-9551
<br />C P H
<br />CONSULTANTS
<br />Site Planning • Civil Engineering
<br />Landscape Architecture - Land Use Consulting
<br />11321-B NE 1201h Street
<br />laddand, WA 98034 - )425) 285-2390
<br />101 South Wenatchee Avenue, Suite C3
<br />Wenatchee, WA 98801 - )509) 293-7731
<br />www.cphconsuItants.com
<br />PROJECT NO.
<br />0024-18-042
<br />DRAWING
<br />C2.01
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