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SW 1/4,SEC 07,TWP 28N, R05E W.M. CONSTRUCTION NOTES
<br /> CD STA 306+94.33, 84.51'LT 4 11 O CEMENT CONCRETE DRIVEWAY RAMP, TYPE- 1 PER m
<br /> N \ / STA 306+66.78, f0.02'LT I SAWCUT, MATCH EXIST. ASPH. COE STD. DET. 315
<br /> \ AREA or ANSMIssoN / END CURB AND GUTTER, u,
<br /> DI7RIB ESMT / ¢ I
<br /> 5290447 / END MATCH E8 . CURB
<br /> SAWCUT, ASPH. MATCH EXIS I FUTURE ON-SITE CURB CONN.p I O TYPE C CURB RAMP PER COE STD DET 320
<br /> \ / STA 306+76.79, 65.06'LT ce 4136 I
<br /> l J RIM(566.93 i
<br /> z iaBLIICf
<br /> / RP l O SINGLE DIRECTION CURB RAMP PER WSDOT STD. PLAN
<br /> E \ �\ \ r
<br /> ED. ESMT.. TIP. a"coNc IF sass(E) ) 3
<br /> \ TA 305+60.05, 55.76'LT ( �' '1tla cADkG' / F-40.16-03
<br /> Q, CB(g4137)SOLID ROUND LID / 1
<br /> d \ 4' .� AP CURB IS 0.5' RIM 567.19/ PARCEL LINE SE OF EASTERLY LINE 15L 4 ZD \ 8"CONC IE 564.18(W) i/ TYPE E-1 CEMENT CONC. CURB AND GUTTER PER COE
<br /> / 12"DI IE 5s3.94(SW) STD. DET. 309, LENGTH PER PLAN
<br /> !L SEE DETAILON SHT. C3.100 12"DI IE ss3.9D(NE) /, I� Q
<br /> CEMENT CONC. SIDEWALK PER COE STD. DET. 312
<br /> " 3 OP OP OP STREETLIGHT, NEW•' ,OR. OP OP 1n
<br /> 'RIDE SHARE"
<br /> •� 6'cLFNc I �5j6.. •• ,. -e �. - - - - O RELOCATE EXIST.
<br /> COE STD. DET. 808 AND 812 JUNCTION BOX N
<br /> 1 T.
<br /> d s Y
<br /> US I _.. s v • -� - - -r - -_-_._
<br /> 0 O STOP SIGN"PER MUTCD RI-1, INSTALLED PER TRAFFIC o
<br /> »-
<br /> ~ \ SIGN POST COE STD PLAN 716 aj
<br /> _ -- ---------e \ \\ ROW/SITE BDRY. (TYP.) \
<br /> ww„ O TWO WAY LEFT TURN LANE YELLOW PER COE SID
<br /> w \SD SD SD SD- SD SD SD 'SD SD SD SD SD \ SD SD SD T SD SD SD Z 8 PLAN 720
<br /> SS \ S SS SS S S m
<br /> 5 STA 308+21.53, 45.02,LT C O TYPE 2S(RIGHT OR LEFT)PER PLAN, TRAFFIC ARROW o
<br /> )QSTA 305+32.86, 47.73'LT S� STA 306+34.75, 47.31'LT )S -� PER WSDOT STD. PLAN M24.40-02
<br /> UA EXIST. I 4 START CURB, SAWCUT AC STA 306+84..03, 45. 1'LT \ D d
<br /> MATCH EXIST. N 1 CB(j,`4134)SOLID ROUND L Z
<br /> 36'DRIVEWAY �. RIM 568.68 \�,. (,J 10 TYPE B CURB RAMP PER COE STD. DET. 319
<br /> RI MH 7.28f41(#41 ) SSMH(#4130). q 12 DI IE 565.26(SW) 68 p
<br /> RIMD IF 571.61(SW) EVERGREEN WAY RIM 57208 I 4 NE
<br /> 12"DI IE 570.43(NE) 8"CONC(E-SW-NE) + NOTES; ��T• A
<br /> 3os+oo - 3os+oo crR CHANNEL IE 565.86 307+00 3osy2 - 1. IN THE EVENT THAT THE EXISTING SIDEWALK, OR
<br /> -
<br /> ASPHALT
<br /> N THE
<br /> 7 STA 306+64.28, 56.54'LT p DAMAGED DURING DCO CONSTRUCTION, IT SHALL BE S z
<br /> STA 307+43.41, 41.62'LT REPAIRED OR REPLACED IN ACCORDANCE IMTH
<br /> STA 306+66.79, 55.06'LT 4 END, MATCH EXIST. CURRENT CITY OF EVERETT STANDARDS PER THE
<br /> 4 AP END SAWCUT AC m CITY PUBLIC WORKS INSPECTOR. .zFF Tg
<br /> m 2. EVERETT TRANSIT SHALL BE NOTIFIED A MINIMUM OF aVAC (y0�
<br /> co 48-HOURS IN ADVANCE OF ANY IMPACT OF THE >yh'
<br /> m TRANSIT STOPS ALONG EVERGREEN WAY. ti
<br /> r
<br /> CB(,44131)SOLID ROUND LID O
<br /> RIM 570.99 C
<br /> 12"DI IS 568.0a(SW) G
<br /> 12"DI IS 567.96(NE)
<br /> CURB RETURN TABLE
<br /> \ NO. RADIUS L A FOG LOCA77ON FL ELEV.
<br /> PC= STA 312+43.52, 95.21'LT 559.48
<br /> 44= STA 312+43.14, 93.30'LT 559.37
<br /> �1 5.0' 7.7' 88-46'09" 4/2= STA 312+42.06, 91.68'LT 559.26
<br /> 34/4= STA 312+40.44, 90.60'LT 559.15
<br /> PT= STA 312+38.53, 90.21'LT 559.04 3
<br /> PC= STA 312+82.26, 108.73'LT 557.92 Q z
<br /> d/4= STA 312+86.77, 101.40'LT 557.66 J o
<br /> 02 30.0' 34.5' 655734" 4/2= STA 312+93.17, 95.65'LT 557.39 a
<br /> 34/4= STA 313+00.94, 91.96'LT 557.13
<br /> PT= STA 313+09.44, 90.62'LT 556.86 O
<br /> 0 z
<br /> STA 23+73.30, 15.08'� T ✓ � � � SD
<br /> \ ' CB &150)�80tfD-ROtlN�L16 \ '/ LEGEND L / I-
<br /> STA 309+61.07, 63.46'LT
<br /> RIM 55981 / EXIS. BUS (/'1
<br /> i79
<br /> , 63.46'LT \ SAW T, MATCH EXIST. ASPH. 4 1"DI IE 556.49(SW) � � \ '�1 STO TO E `��
<br /> EXIST. ASPH. \ END/CURB AND GUTTER )12"DI IE 556.37(NE) ^ 0 v CEMENT CONC. SIDEWALK PER COE STD. LU
<br /> \ / 5 ,t, DET. 312 W
<br /> GUTTER FUTURE ON-SITE CURB CONN. 31+ 8.6, 62.39'LT //`ru'j w
<br /> \ STA 310+31. 43.79'LT 4
<br /> CURB CONN. i l 6 \ c; R R .5' EXIST. ROADWAY PAVEMENT 7 CL
<br /> 566288) PUBLIC PED. ESMT. (TIP.) / PED. ESMT. AT \ 4 32LF 8' T GRADE Z u) U)
<br /> CO CONC(w-Sw-NE)_ - \ \ RIM(56r 69BACK OF WALK L�c ANNEL(E s5ss9 SIDEWALK EXIST. SIDEWALK �y
<br /> \ / 8"CONC IS�9-11\(E) 'ROAD WORK AHEAD" / \ III
<br /> 6 I CB�,44144)SOLID ROUND LID EXIST UTILITY O
<br /> 1 S6•-��44��ss INWY JUNCn N O
<br /> 1 8"20NC91E 558.79(W) AHEAD" P 10'PRI ATEPOL SHAR Lu
<br /> REMAIN - 6'` \ ® 50 ! , QD
<br /> STA 3 9+23.56, 54.80'LT / I `.J
<br /> 7 ) - 12"DI IE 558.67(Sw) - - - Q
<br /> -_-'� '-- 12"DI IS
<br /> 558.39(NE) 7 11E RE,
<br /> SWALE
<br /> tb - -------- - -- _ _/ ✓ PER REC.NO
<br /> 200012125001 a I N U z w
<br /> Q _ _ SD 1_ SD SD SD�- 7 --- - 1 1 - LLca
<br /> O L.L
<br /> N -T-ter / �-• - D o
<br /> \ - ---------------- ----------------- - ---- - ----------
<br /> ---- ---- ------- ---- - A---------- - -
<br /> O IF v 4.0' v + 6LF 1 STA 312+50.21, 40.86'LT 4
<br /> LA SD' SD - SD T9S��SD SO SD - SD SD SD SD S - D END, MATCHS XIST. SD Z CLIENT
<br /> 9 m
<br /> \ SSMH 5.86
<br /> 00 EXIST. UTILITY\ SEE DETAIL F ON STA 309+43.57, 40.61'LT i �� o \ RIM 555.86' � FOUR CORNERS,LLC
<br /> p POLE TO REMAIN SHT. C3.f00 35'DRIVEWA o \ 8"CONC(SW-NE) \ D 19000 NE 8TH STREET
<br /> (� \ 8" CHANNEL IE 544.87
<br /> \ CB(xN141 SOLID ROUND LID \ CB #4143'SOLID ROUND LID \ CB(Q4104)SOLID ROUND LID W SUITE 1200
<br /> Q s6. RIM 564.71 �36, RIM 562.69 �, RIM 557.02 \ BELLEVUE,WA 98004
<br /> G� 12"DI IE 567.90(SW) 12"DI IE 559.18(SW STA 310+79.72, 45.01'LT a, cs� F�
<br /> 5 12"DI IE 553.72(SW) \ (425)453-9551
<br /> � 12"DI IE 567.86 NE 12"DI IE 559.74 NE AP W
<br /> LV 309+00 310+00 311+00 0 312+00 L SEE DETAIL G ON SHT. C3.f0 I 313
<br /> Z - - - - - - - j - - - - - - p
<br /> J
<br /> N RAMP
<br /> V STA 310+25.94, 40.92'LT END, MATCH EXIST. 4 o STA 312+18.04, 45.53'LT 2 7 C P H
<br /> T. v
<br /> i Q
<br /> EVERGREEN WAY 4 STA 311+10.62, 40.46 Lr 1 8704, 43.67'LT 4 m
<br /> RP, R 3
<br /> CONSULTANTS
<br /> z W 0 20 40 Slte Ranning'Cidl Englneetlng
<br /> 5 STA 311+49.60, 45.53 L STA 311+82.33, 42.67'LT �, Landscape Architecture•Land Use Comulfing
<br /> PLAN IN FEET n32I-3Ne I231h 56eel
<br /> L STA 308+86.47, 40.39'LT 4 AP 3 STA 311+66.99, 45.53'LT RP, R=2' 4 cl QQQt...V� r;wiand,wnveb4.142slzesas0
<br /> j i101 S.III wenmchee Avenue.SVJe 0
<br /> a SAWCUT AC wenmchee.wA 9MI•(509 N37731
<br /> STA 308+50.13, 50.68 LT ww w.c Phcon:went:,c
<br /> AP 5 \ PROJECT NO.
<br /> m a \cv
<br /> � o
<br /> 0024-18-042
<br /> a G DRAWING
<br /> KEYMAP Know what's below.
<br /> C3.12
<br /> Call before you dig.
<br /> a
<br /> SHEET 12 OF 21
<br /> cownoi®zozo wM cu1s,uc.A i a�znt=aex,rea.
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