|
0
<br />INT 91+40.69 DRIVE J SW 1/4, SEC. 07, TWP. 28N., R05E, W.M.
<br />= 120+26.43 DRIVE M
<br />INT 91+26.19 DRIVE J
<br />= 51+73.59 DRIVE F SEE C2.01
<br />44-00 45+00
<br />STA 91+62.19, 15.75' LT
<br />2+00
<br />OP w 0.]z
<br />14.9�i 61LF ° 7' c4 ®'
<br />ad
<br />A-- - - ---- - -- - -- - --
<br />0
<br />1 4" MPE _ - - -
<br />o a� As As q 5 5 10 1 p• --- f h
<br />---
<br />F L
<br />L I9 1 \\.\ \\�O
<br />IN
<br />ox D. p ------- - - - - - - - f ?6LF
<br />1 23LF 5 ' 8 STA 45+31.28, 32.13' RT 0`'
<br />°
<br />IN
<br />HH
<br />TYP11 - 9 DRIVE M - N-- -- -- -- - -- - - - ---- ---- ---- ---- ---- ---- ----- ---- --
<br />o x
<br />- - --
<br />¢ 4 f0 S =8 C2.f0 ---- ----- ----- ----- -STA 45+39.45, 37.�1�RT-- SS
<br />al 71 5 FF - DRIVE F 51 00 5 87LF
<br />S . ^ o
<br />33LF 5
<br />1-7 ."I GG 10 SP=85' EE DD 5 5 6 6 84L 6 85L 2' OH ( ) 6 1L NN 10 N'N
<br />{-4As GAS c As . \\ • °
<br />69LFj 5 0 5
<br />o - 21 4LF
<br />o 4L 6 ;o
<br />o I �I I I --- --\. -- -
<br />0 28.4' 16.5 2 11' -�-
<br />oI
<br />Io
<br />INT 50+ 00 DRI F r.
<br />0
<br />= 60+5 . 7 RIVE G 138LF 5 a T
<br />OF PVM . 1 rn 1 .
<br />T REMIN' 44'
<br />A 61+25.
<br />BOLLARDS 1
<br />8L 5 8LF 5 8.5 ro
<br />12.9 5 56LF
<br />LL 00
<br />0 64so 6 ss+oo y Uv
<br />v o 0
<br />TYP• 1 MM 5 29LF 10 SP 8 ' 12.2' 20' 12.8' 6 SP=51' m " 28050700301300
<br />63k0o 16 R_2,2LF
<br />_ ,50
<br />16.5 R=2'
<br />. P) "°"" l "°"'""" �.""°"'"""°' 1 8L 5
<br />61 -24.0 , 1.0l RT ~ JJ , DRIVEL 62+00
<br />9 5' 12.7'
<br />WIDE 5 80LF
<br />o �\ KK ® 8 SP=68 22 5 115LF 6 3 �j - - 136LF 15 ;
<br />11P.
<br />0o
<br />Ic
<br />t i E \\ 17LF
<br />T 6
<br />�8 As- 3 l - ------------ STA 63 3228, 48.9T RT
<br />o j
<br />w INT 61+60.52 DRIVE G
<br />STA 63+21.88
<br />1 = 82+22.01 DRIVE H , 54.9T RT 662LF w W
<br />/
<br />s � x x-x x ,
<br />GAS
<br />r 5 42LF O 1 II S - I 04 'M INT 90+48. ODD 1 J STA + 40 7 T
<br />w w 04 w w `� -= -62+
<br />STA-96*82.73, T5.
<br />o 0-^I-- - 9 13 STA 64+45.09, 42.33' RT ,1 ; �j
<br />\` P
<br />o W 94 6 li I 5 83LF
<br />a � ; I 19. T � 6.2' 3 14 STA 64 59.10. 43.43' RT
<br />7� 1 .5 14' 14' 16.5 I -- 3-BOLLARDS
<br />\ O o U IN li o 1 A
<br />c, � 12 TYP. 12 N. STA' RT
<br />I i C2.10 M ( �
<br />v STA 64+75.10, 1.5T '
<br />a\ 37L 5 �i i 5 436LF 5 RP' R_6, IN
<br />+ - EXIST. EVERETT DAVITA
<br />� tt
<br />362LF' li I o DIALYSIS CLINIC l�A I
<br />1.9, -- -- - \ °8050700302000
<br />Oo io (TO REMAIN)
<br />51LF 6 1i I 8 TYP. g °
<br />- P 1SION INC. E Mr of o 5 83LF
<br />o °°T
<br />0) BEGIN 22 7 1P co Nian B721f jaj* I 14' C*,P p
<br />10 A
<br />o x_x_xJ ° li 1 6. r^ o
<br />0 o J -- ------ ----
<br />STA 80+49.90, 51.00' RT x
<br />ro ~ .y 5• a 1.5 - 9 13 0.00' SEWER PIPELINE ES /
<br />° e BEN 23 18 = -- - c� o STA 80+36.06 53.42' RT REC NO. 2297684
<br />o O x�x - - (TIP.) N 3- OL RD 14 �0
<br />12 10.0' - --- Q
<br />zz 6.5
<br />END 3 18 4.9'�I t 5 143LF
<br />x _
<br />O°
<br />22 7 END; MATCH EXIST. a110518" o
<br />R=28.0' R=61.0' o
<br />L=21.3'
<br />�w
<br />O
<br />0 28050700301100
<br />I I
<br />5'
<br />118LF 5
<br />7'
<br />ST
<br />6
<br />+9 .83,
<br />15.75
<br />LT
<br />10S=B'
<br />�o
<br />I a 5,
<br />° 4 1.6' STA 6b+41.63, 8.30' RT 1
<br />Ia 1
<br />1 5' 25' 8"n DRIVE F
<br />QI
<br />REF. ARCH. FOR BLDG. INFO.1
<br />N 6- DEPTH CLASS
<br />1 a 3000 CONCRETE 1
<br />cns GAS cns GAS cA APPROAC14 APRON W
<br />[1.51 3.9, I STA 60 69.41, 10.11' RT I
<br />,TRASH ENCLOSURE DETAIL
<br />SCALE: 1 =f0'
<br />IN
<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 />9
<br />-
<br />1 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 />1.63X
<br />33.26%
<br />1.4OX
<br />25.35%
<br />0.93X
<br />17.67X
<br />0.93X
<br />15.35X
<br />0.23X
<br />3.26%
<br />TOTAL
<br />150
<br />115
<br />80
<br />10
<br />15
<br />x x x x x x x
<br />CONSTRUCTION NOTES
<br />m f U f f f f f
<br />OSINGLE DIRECTION CURB RAMP PER WSDOT STD. PLAN 0
<br />1 F-40.16-03 0
<br />LU
<br />U Q
<br />O R7-1 'NO PARKING" SIGN. INSTALL PER COE STD. DWG. 716 0 o
<br />� a p
<br />OCONTINUOUS 4' HIGH BLACK VINYL COATED CHAIN LINK FENCE, a
<br />TYPE 4 PER WSDOT STD. PLAN L-20.10-03. APPROX. LENGTH a
<br />PER PLAN z z
<br />0 0 0
<br />4O TYPE C CURB RAMP PER COE STD. DWG. 320 a ` z z
<br />OCEMENT CONCRETE TYPE E-2 CURB PER COE STD. DWG. 309, w � ¢ rn v o C.9
<br />5 APPROX. LENGTH PER PLAN Y 0 a z a
<br />¢ to g N
<br />OCEMENT CONC. SIDEWALK W/ INTEGRAL CURB PER DET. ON SHT. zo 3 o 8- � o
<br />C2.100; APPROX. LENGTH PER PLAN to yW W x =
<br />t= 0
<br />OCEMENT CONCRETE SIDEWALK PER COE STD. DWG. 312, SIDEWALK a -' ¢ a a 0 it
<br />7 WIDTH PER PLAN w N N N N N N
<br />OSTANDARD PARKING STALL PAVEMENT MARKINGS PER DET. ON o ;i v
<br />SHT. C2.100
<br />OEMERGENCY ACCESS ONLY" SIGN. INSTALL UNDER 7V0 NOT z
<br />ENTER SIGN
<br />10 ACCESSIBLE PARKING STALL(S) PER DET. ON SHT. C2.100 WITH rtiL��W A
<br />WHEEL STOP
<br />11 TRASH/RECYCLING ENCLOSURE, REF. ARCH. FOR DETAILS
<br />12 SAWCUT, REMOVE, AND REPLACE EXIST. AC PVMT.
<br />a
<br />ACE TB
<br />13 R5-1 DO NOT ENTER SIGN. INSTALL PER COE STD. DWG. 716 OVAL lry0
<br />9�
<br />14 BOLLARD TYPE 1 PER WSDOT STD. DET. H-60.10-01 y�
<br />15 WOOD BOARD FENCE, REF. LANDSCAPE FOR DETAILS THE AS -BUILT INFORMATION
<br />SHOWN ON THIS PLAN IS PER
<br />0CROSSWALK LAYOUT PER COE STD. DWG. 721 A FIELD SURVEY PERFORMED
<br />0
<br />BY MEAD GILMAN ASSOCIATES
<br />17 R1-1 STOP SIGN. INSTALL PER COE STD. DWG. 716 AND/OR RECORD DATA
<br />PROVIDED BY THE
<br />18 CEMENT CONC. CURB AND GUTTER PER COE STD. DWG. 307 CONTRACTOR.
<br />19 COMBINATION CURB RAMP PER WSDOT STD. PLAN F-40.14-03 zo
<br />R
<br />20 CEMENT CONC. DRIVEWAY RAMP TYPE-1 PER COE STD. DWG. 315 z
<br />21 3' ALUMINUM PICKET FENCE, REF. LANDSCAPE FOR DETAILS 3
<br />COMPACT PARKING STALL PAVEMENT MARKINGS PER DET. ON z 22
<br />SHT. C2.100 0
<br />U
<br />x
<br />i
<br />0
<br />x
<br />in
<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 SCHEDULE
<br />PLAN REF.
<br />NO.
<br />TYPE
<br />(CONSTRUCTION
<br />NOTE)
<br />STATION, OFFSET
<br />SHT.
<br />DO
<br />1
<br />STA
<br />91+04.69,
<br />14.00' RT
<br />C2.24
<br />EE
<br />1
<br />STA
<br />91+04.52,
<br />15.91' LT
<br />C2.24
<br />FF
<br />1
<br />STA
<br />50+52.65,
<br />14.00' LT
<br />C2.24
<br />GG
<br />1
<br />STA
<br />50+52.67,
<br />14.07' RT
<br />C2.24
<br />HH
<br />1
<br />STA
<br />60+24.18,
<br />11.00' LT
<br />C2.24
<br />11
<br />1
<br />STA
<br />60+20.06,
<br />11.00' RT
<br />C2.24
<br />JJ
<br />1
<br />STA
<br />61+53.20,
<br />14.00' LT
<br />C2.24
<br />KK
<br />1
<br />STA
<br />61+43.05,
<br />14.31' RT
<br />C2.24
<br />LL
<br />1
<br />STA
<br />63+22.45,
<br />19.33' LT
<br />C2.24
<br />MM
<br />1
<br />STA
<br />63+32.23,
<br />13.84' RT
<br />C2.24
<br />NN
<br />4
<br />STA
<br />65+21.95,
<br />28.42' LT
<br />C2.24
<br />00
<br />1
<br />STA
<br />120
<br />PP
<br />1
<br />STA
<br />120
<br />0
<br />U
<br />I..L
<br />LU
<br />z
<br />o
<br />NZ
<br />I..L
<br />O
<br />o
<br />0
<br />DC
<br />o
<br />g
<br />�
<br />w
<br />w
<br />Z)
<br />�'
<br />r',
<br />O
<br />�
<br />LL
<br />0
<br />LI_
<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 />+63.54, 11.00' RT C2.24 C
<br />I P
<br />I H
<br />+63.54, 11.00' LT C2.24
<br />CONSULTANTS
<br />Site Planning * CNiI Engineering
<br />Landscape Architecture • Land Use Consulting
<br />11321-B NE 1201h Street
<br />Kirkland, WA 98034 • (425) 285-2390
<br />101 South Wenatchee Avenue, Suite C3
<br />Wenatchee, WA 98MI • (509) 293-7731
<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 />N DRAWING
<br />0 30 60 C2•02
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