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CNOT241737
<br />OTOP241737
<br />CGRD241737
<br />TBLOCK
<br />ASI T241737
<br />CSI T241737
<br />OLND241737
<br />PTN. OF SE 1/4 OF SEC. 17, TWP 29., 1R5E W.M.
<br />a
<br />-, � r ss I J � - t f v�uu 05 28
<br />STA 1 i4+58.48, `" I I I I :. SD - I r o j 5'
<br />25 END ` STA 100+30.94, 12.55 R 7 12 13 D SD `� 27 j L
<br />19.86 LT � �
<br />INSTALL '"BUS 5 . __ d 1
<br />1 SD -
<br />STA 114+58.48, i r�; STOP" IGN ,� STA 114+67.47, 20.21' RT 24 SD SD SD
<br />26.15 � LT ND - 25 ( { ° CV SD
<br />26 - f
<br />STA 114+57.47, 20.71 RT I ! r
<br />STA 1,14+45.98, 24 1
<br />END
<br />24 20 32 L T ss - I 4
<br />END s �
<br />STA 114+40.46, 20.64' RT 24 % f
<br />STA 114+28.96, BEGIN STA 101+65.32, 39.16' RT 7 12 13
<br />20.34' L T i END I {
<br />24 BEGIN - i . : +
<br />STA 114+17.47, 20.21 RT I I -
<br />INSTA L BU BEGIN 25
<br />STA 114+08.48, STOP SIGN
<br />19.86' LT s a INT 103+43.84 17TH STREET
<br />25 BEGIN , �I + = 90+00.00 CHESTNUT STREET
<br />�I
<br />STA 113+68.48,
<br />26 26.15' L T i 7 i I
<br />I I STA 113+57.47, 26.67' RT26
<br />:.il li" rat I I SD
<br />I o I L1
<br />CURB RETURN TABLE
<br />NO.
<br />RADIUS
<br />L
<br />d
<br />FOC LOCATION
<br />00
<br />20.0'
<br />30.4'
<br />87 00'48"
<br />PC=
<br />STA 101 +63.27, 18.9,
<br />d/4=
<br />STA 101 +61. 47, 11.6E
<br />6/2=
<br />STA 101 +57.07, 5.52
<br />3d/4=
<br />STA 101 +50.72, 1.45
<br />PT=
<br />STA 101 +43.30, 0.02
<br />©
<br />120.0'
<br />173'
<br />8°1639"
<br />PC=
<br />STA 101+11.87, 0.01'
<br />4/4=
<br />STA 101 +07.54, 0.09
<br />4/2=
<br />STA 101+03.21, 0.33
<br />3d/4=
<br />STA 100+98.90, 0.7�
<br />PT=
<br />STA 100+94.60, 1.26
<br />4
<br />60.0'
<br />10.9'
<br />10 2659"
<br />PC=
<br />STA 100+46.95, 8.18
<br />, /4=
<br />STA 100+44.25, 8.64
<br />4/2=
<br />STA 100+41.58, 9.21
<br />3A/4=
<br />STA 100+38.93, 9.91
<br />PT=
<br />STA 100+36.32, 10.7
<br />SEE C2.02
<br />- - -
<br />----------------
<br />STA 101+03.97, 0.27' RT 29
<br />CENTER, WIDTH=20' -
<br />Iia STA 100+93.62, 1.40' RT =45.76
<br />aaj C=45.82 STA 101+14.38, 0.02' RT /
<br />�•.. l s , f=45. 7�
<br />STA 100+70.26, 4.80' RT -~
<br />-X ` \7TH STREET
<br />J ;a I , STA \01 +30.07, 0.02' RT
<br />EGG'[ STA 100+46.95, 8.1 RT GB
<br />iao Do GB
<br />U�
<br />� D 4 �6°c� 6.5' •moo--
<br />° SD ----__ SD - ADJUST EXIST. RIM ��� A I j
<br />SD - - TO FINISH GRADE
<br />D
<br />�2 ��- SD ----_ SD
<br />sr� I OD -�--. SD
<br />d
<br />0 20 40
<br />OFFSITE GRADING PLAN IN FEET
<br />SCALE. 1 "=20'
<br />CURB RAMP SCHEDULE
<br />PLAN REF.
<br />NO.
<br />TYPE
<br />(CONSTRUCTION NOTE)
<br />WIDTH
<br />STATION, OFFSET
<br />24
<br />4
<br />6'
<br />STA 101+64.17, 36.22' RT
<br />■
<br />■
<br />r `
<br />CONSTRUCTION NOTES-
<br />V o
<br />m
<br />(D SINGLE DIRECTION CURB RAMP PER WSDOT STD. PLAN F-40.16-03
<br />Q TYPE A CURB RAMP PER COE STD. DWG. 318
<br />3� TYPE B CURB RAMP PER COE STD. DWG. 319
<br />O TYPE C CURB RAMP PER COE STD. DWG. 320
<br />J
<br />CEMENT CONCRETE TYPE E-2 CURB PER COE STD. DWG. 309, APPROX.
<br />\:J LENGTH PER PLAN m o
<br />V) Ln
<br />6 CEMENT CONC. SIDEWALK W/ INTEGRAL CURB PER DET. ON SHT. C2.100;
<br />APPROX. LENGTH PER PLAN a o
<br />coz
<br />OCEMENT CONCRETE SIDEWALK PER COE STD. DWG. 312, SIDEWALK WIDTH o
<br />PER PLAN o
<br />F U
<br />UJ
<br />O STANDARD PARKING STALL PAVEMENT MARKINGS PER DET. ON SHT. C2.100 w m T
<br />ao. o
<br />COMPACT PARKING STALL PAVEMENT MARKINGS PER DET. ON SHT. C2.100
<br />w
<br />0ACCESSIBLE PARKING STALL(S) PER DET ON SHT. C2.100 0 CN
<br />0
<br />11 TRASH/RECYCLING ENCLOSURE, REF. ARCH. FOR DETAILS Ci o
<br />z
<br />12 SAWCUT, REMOVE, AND REPLACE EXIST. AC PVMT.
<br />i3 TYPE A-1 CEMENT CONCRETE CURB AND GUTTER PER COE STD. DWG. 307
<br />14 BOLLARD TYPE 1 PER WSDOT STD. DET. H-60.10-01 p
<br />c
<br />15 6' BOARD FENCE, REF LANDSCAPE FOR DETAILS
<br />t 6 ALUMINUM PICKET FENCE, REF. LANDSCAPE FOR DETAILS _ �u
<br />17 R1-1 STOP SIGN. INSTALL PER COE STD. DWG. 716
<br />R3-5R RIGHT TURN ONLY SIGN. INSTALL UNDER STOP SIGN PER COE STD.
<br />18 DWG. 716 E
<br />mob,
<br />19 PATTERNED CEMENT CONC. CROSSWALK OR PVMTT,
<br />PER DET. ON SHT. C2.100 °C a
<br />a z z a
<br />20 R5-1 DO NOT ENTER SIGN. INSTALL PER COE STD. DWG. 716 W g
<br />UJ
<br />22 LL
<br />O21 'EMERGENCY ACCESS ONLY" SIGN. INSTALL UNDER "NO NOT ENTER" SIGN z 'a a © 0.
<br />�zo,Q o - 4
<br />22 R8-31 "NO PARKING, FIRE LANE" SIGN. INSTALL PER COE STD. DWG. 716 oQ, UJ ? w °° z �w>UJ L5 o
<br />rl N 8� Lon W
<br />23 CONTINUOUS 4' HIGH BLACK VINYL COATED CHAIN LINK FENCE, TYPE 4 PER w W
<br />d 1-1 O fT fi
<br />WSDOT STD. PLAN L-20.10-03. APPROX. LENGTH PER PLAN
<br />Ln
<br />m
<br />SAWCUT, REMOVE, AND REPLACE EXIST. CONC. SIDEWALK W/ BUS SHELTER
<br />24 AND FND. PAD PER COE STD. DWG. 904 a v o
<br />25 PAINT TOP AND FACE OF CURB, RED/YELLOW ALT. aV)oI-Ta0
<br />xi
<br />26 R7-107AL "BUS ZONE, NOT PARKING" SIGN o
<br />27 INSTALL PAINTED CROSSWALK PER COE STD. DWG. 721 z
<br />WU)
<br />28 PAINT TOP AND FACE OF CURB RED
<br />CEMENT CONC. DRIVEWAY RAMP TYPE-1 PER COE STD. DWG. 315, WIDTH
<br />29 PER PLAN
<br />LEGEND Q
<br />CrCL
<br />PROPOSED BUILDING CL
<br />SIDEWALK U)
<br /><� SIDEWALK W/ INTEGRAL CURB w Q
<br />F--
<br />STANDARD AC PAVEMENT
<br />w° (PER DETL. ON C2.100)
<br />- - - VEHICLE OVERHANG -.J W ui
<br />w
<br />HEAVY AC PAVEMENT SEC71ON (SHT. C2.100) `� w
<br />LIJ cz WnlaF � � o
<br />O WOODEN BOARD FENCE
<br />ry
<br />SPLIT RAIL FENCE
<br />-X-x-x- BLACK VINYL -COATED CHAIN LINK FENCE
<br />WROUGHT IRON ALUMINUM FENCE
<br />NOTES.
<br />1. FINAL LOCATION OF STREET SIGNS SHALL BE VERIFIED
<br />WITH CITY INSPECTOR PRIOR TO INSTALLATION.
<br />2. MONUMENT SIGN WILL BE DESIGNED AND PERMITTED AS
<br />REQUIRED SEPARATELY AND SUBSEQUENT TO APPROVAL
<br />Sep
<br />CLIENT
<br />RIVERVIEW I, LLC
<br />10900 NE 8TH STREET
<br />SUITE 1200
<br />BELLEVUE, WA 98004
<br />PHONE: (425) 453-9551
<br />es
<br />APPROVED
<br />CONSULTANTS
<br />PUBLI Vltl RKS DEPARTMENT
<br />Site Planning • Civil Engineering
<br />Land Use Consulting • Project Management
<br />BY
<br />11431 Willows Rd. NE, Suite 120
<br />DATE
<br />CITY OF EVERETT REVIEWED FOR PERMIT
<br />Redmond, WA 98052
<br />Phone: (425) 285-2390 1 FAX: (425) 285-2389
<br />www,cphconsuItants.com
<br />•
<br />PROJECT NO,
<br />0024-17-037
<br />��a w �
<br />N
<br />DRAWING
<br />C2.03
<br />0 30 60 Know what's below.
<br />Call before you dig.
<br />SHEET 12 OF 47
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