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SW 1/4, SEC. 07, TWP. 28N., R05E, W.M.
<br />CONSTRUCTION NOTES
<br />= IZUtZ0.4J UKIVC M
<br />INT 91+26.19 DRIVE J
<br />= 51+73.59 DRIVE F SEE C2.01
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<br />0o \ KK 309LF 6.25' (TYP.)
<br />a g
<br />\ 5 /
<br />-- -- \� ��� --- ---- ---- ---- ---------------- 8 _ 136E 3 e�
<br />1 .5
<br />�� ,
<br />r� I ----------- STA 64+73.02, 44.60 RTC
<br />5' ,
<br />o SW 32LF I; '.°
<br />W INT 61+60.52 DRIVE G
<br />W W = 82+22.01 DRIVE H
<br />-.-.-.-.------ ------ --- - _ it �. / ,/
<br />W IN 62+81.84 DRI G , 'A,1
<br />W Q STA 90+82.73, 15.75 L
<br />o g h JO W W W 9 13 STA 64+45.09, 4233
<br />94L 6 STA 64+59.1 Q 43.43' RT
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<br />\ 14 /
<br />CC)e 7�' 1 .5 0 / 16.5
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<br />o 37 5 i 5 528LF
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<br />o + EXIST. EVERETT DAVITA
<br />tl 8 TYP. DIALYSIS CLINIC
<br />Oo li (TO REMAIN) 28050700302000
<br />I
<br />0
<br />x
<br />P 53LF 6 i �o 4`°T
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<br />o Q 362LF� 1 \ STA 80+49.90, 51.00' RT 9 13
<br />�
<br />0 � x x x x x�x x __xJ ,..II x r; op
<br />0 0 STA 80+36.06, 53.42' RT 14 26
<br />CC 3-BOLLARDS 10.00' SEWER PIPELINE ES
<br />0 oe I 7 STA 80+22.28, 55.75' RT 9 13 REC. NO. 2297684 / a
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<br />AREA OF RELINQUISHMENT
<br />REC. NO. 2046848 /
<br />�a
<br />TOSLAND HALF ACRE GARDEN TRACTS 28050700301100
<br />VOL. 11, PG. 101 AREA ACQUIRED BY
<br />SUPERIOR COURT CASE
<br />LOT 28 ND. 93014
<br />- 7 -
<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 />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 />1 2
<br />28
<br />1
<br />1 9
<br />1 -
<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 />1.40X
<br />25.35%
<br />0.93%
<br />1 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 />1N
<br />OSINGLE DIRECTION CURB RAMP PER WSDOT STD. PLAN
<br />F-40.16-03
<br />O R7-1 "NO PARKING" SIGN. INSTALL PER COE STD. DWG. 716
<br />OCONTINUOUS 4' HIGH BLACK VINYL COATED CHAIN LINK FENCE,
<br />TYPE 4 PER WSDOT STD. PLAN L-20.10-03. APPROX. LENGTH
<br />PER PLAN
<br />O TYPE C CURB RAMP PER COE STD. DWG. 320
<br />OCEMENT CONCRETE TYPE E-2 CURB PER COE STD. DWG. 309;
<br />APPROX. LENGTH PER PLAN
<br />OCEMENT CONC. SIDEWALK W/ INTEGRAL CURB PER DET. ON SHT,
<br />C2.100; APPROX. LENGTH PER PLAN
<br />OCEMENT CONCRETE SIDEWALK PER COE STD. DWG. 312,
<br />SIDEWALK WIDTH PER PLAN
<br />OSTANDARD PARKING STALL PAVEMENT MARKINGS PER DET. ON
<br />SHT. C2.100
<br />O"EMERGENCY ACCESS ONLY" SIGN. INSTALL UNDER 'NO NOT
<br />ENTER" SIGN
<br />f0 ACCESSIBLE PARKING STALL(S) PER DET. ON SHT. C2.100 WITH
<br />WHEEL STOP
<br />11 TRASH/RECYCLING ENCLOSURE, REF. ARCH. FOR DETAILS
<br />12 SAWCUT, REMOVE, AND REPLACE EXIST. AC PVMT.
<br />13 R5-1 DO NOT ENTER SIGN. INSTALL PER COE STD. DWG. 716
<br />14 BOLLARD TYPE 1 PER WSDOT STD. DET. H-60.10-01
<br />15 6' BOARD FENCE, REF. LANDSCAPE FOR DETAILS
<br />16 CROSSWALK LAYOUT PER COE STD. DWG. 721
<br />17 RI-1 STOP SIGN. INSTALL PER COE STD. DWG. 716
<br />18 CEMENT CONC. CURB AND GUTTER PER COE STD. DWG. 307
<br />/�19 COMBINATION CURB RAMP PER WSDOT STD. PLAN F-40.14-03
<br />r2n1 rFMFNT rnNr nRIVFWAY RAMP TYPF-i PFR rnF .STn. nwc. .-v.5
<br />LEGEND
<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 />CURB RAMP
<br />SCHEDULE
<br />PLAN REF.
<br />N0.
<br />TYPE
<br />(CONSTRUCTION
<br />NOTE)
<br />STATION, OFFSET
<br />DD
<br />1
<br />STA
<br />91+04.69,
<br />14.00'
<br />RT
<br />EE
<br />1
<br />STA
<br />91+04.52,
<br />15.91'
<br />LT
<br />FF
<br />1
<br />STA
<br />50+52.65,
<br />14.00'
<br />LT
<br />GG
<br />1
<br />STA
<br />50+52.67,
<br />14.07'
<br />RT
<br />HH
<br />1
<br />STA
<br />60+24.18,
<br />11.00'
<br />LT
<br />II
<br />1
<br />STA
<br />60+20.06,
<br />11.00'
<br />RT
<br />JJ
<br />1
<br />STA
<br />61+53.20,
<br />14.00'
<br />LT
<br />KK
<br />1
<br />STA
<br />61+43.05,
<br />14.31'
<br />RT
<br />LL
<br />1
<br />STA
<br />63+23.47,
<br />23.29'
<br />LT
<br />MM
<br />1
<br />STA
<br />63+32.48,
<br />14.00'
<br />RT
<br />NN
<br />4
<br />STA
<br />65+21.95,
<br />32.50'
<br />LT
<br />00
<br />1
<br />STA
<br />120+63.54,
<br />11.00' RT
<br />PP
<br />1
<br />STA
<br />120+63.54,
<br />11.00' LT
<br />N
<br />0 30 60
<br />PLAN IN FEET
<br />Copyright 0 2020 CPH Consultants, -LC. All Rights Reserved.
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<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
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<br />Wenatchee, WA 98801 - )509) 293-7731
<br />www.cphconsuItants.com
<br />PROJECT N0.
<br />0024-18-042
<br />DRAWING
<br />C2.02
<br />SHEET 10 OF 51
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