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SW 1/4,SEC 07,TWP 28N, R05E W.M. CONSTRUCTION NOTES NOTES <br /> N 1. IN THE EVENT THAT THE EXIS77NG SIDEWALK, OR <br /> (CD`J O C STD. DEC. 315 CEMENT CONCRETE DRIVEWAY RAMP, TYPE- i PER ASPHALT LOCATED WITHIN THE RIGHT-OR-WAY IS m <br /> DAMAGED DURING CONSTRUCTION, IT SHALL BE <br /> REPAIRED OR REPLACED IN ACCORDANCE WITH <br /> p O TYPE C CURB RAMP PER COE STD DET 320 CURRENT CITY OF EVERETT STANDARDS PER THE <br /> CITY PUBLIC WORKS INSPECTOR. <br /> E SINGLE DIRECTION CURB RAMP PER WSDOT STD. PLAN <br /> O3 F-40.16-03 2. EVERETT TRANSIT SHALL BE NOTIFIED A MINIMUM OF <br /> a) 48-HOURS IN ADVANCE OF ANY IMPACT OF THE <br /> d TRANSIT STOPS ALONG EVERGREEN WAY. <br /> ` G O TYPE E-1 CEMENT CONC. CURB AND GUTTER PER COE u <br /> N w STD. DET. 309, LENGTH PER PLAN <br /> >a F <br /> Cd O5 CEMENT CONC. SIDEWALK PER COE STD. DET. 312 LEGEND <br /> �.'> O RELOCATE EXIST. STREETLIGHT, NEW JUNCTION BOX s <br /> U PER COE STD. DET. 808 AND 872 CEMENT CONC. SIDEWALK PER COE STD. <br /> DET. 312 3 <br /> 1— O 'STOP SIGN-PER MUTCD RI-I, INSTALLED PER TRAFFIC 0 c> <br /> 1-. SIGN POST COE STD PLAN 716 EXIST. ROADWAY PAVEMENT a <br /> we <br />�J <br /> w< O TWO WAY LEFT TURN LANE YELLOW PER COE STD EXIST. SIDEWALK <br /> PLAN 720 <br /> w w <br /> OTYPE 2S(RIGHT OR LEFT)PER PLAN, TRAFFIC ARROW <br /> 9 PER WSDOT STD. PLAN M24.40-02 <br /> d <br /> z <br /> 10 TYPE B CURB RAMP PER COE STD. DET. 319 <br /> I z <br /> STA 195+26.51, S.O'RT .�F T g <br /> 8 START, MATCH EXIST. FS <br /> OVAL <br /> REMOVE EXIST. STRIPING <br /> 0 <br /> SEE DETAIL A ON SHT. C3.100 28050700300400 <br /> � 0 <br /> STA 190+92.04, 23.83'RT 5 <br /> AP <br /> 5 STA 190+60. 3, 10.50' T a H <br /> AP o <br /> o U 3 <br /> W <br /> J z <br /> o STA 190+50.77, 12. 'RT \a N o <br /> 70 STA 193+96.17, 26.65'RT <br /> 1 32LF DRIVEWAY 2 STA 195+20.79, 26.57'RT <br /> so+0s g <br /> — — - — — _ _191+00 192+00 <br /> T ® {— — — — 193+00 O O 0 <br /> r ---- 195+o0 + _ <br /> STA 190+37.77, 28. 0' <br /> 5 END, MATCH T. RT EXIS I o F _ // 0) <br /> C ' <br /> REMOVE AT NEAREST JOINT' - / � v^ <br /> SD V4 <br /> c//••,�� ~ <br /> \ e - -- <br /> a <br /> LU <br /> SITE• 3 U a <br /> w i 4'F 8 E7dfiRRN� _ O (D W <br /> 00 — SD SM \ Q U C7 <br /> STA 193+70.75, 29.14'RT <br /> PUBLIC PED. ESMT. (TYP.) RELOCATE EXIST. LUMINAIRE 3I I I J Z k <br /> IF � <br /> \ O � <br /> ® <br /> .�.� SEE DETAIL B ON SHT. C3.1007 I EXhS�WATER SERVICE m <br /> 3 <br /> TO 0 <br /> REMAIN <br /> 1 5 28050700307000 SPACE W1 \ SEE DETAIL C ON C3.1 Q O <br /> TDOOR RETAIL a- 0 <br /> CY � <br /> ` — RTA0790+62.05, 30.77'RT CONC BLOCK \ <br /> T. <br /> � I <br /> :,7,9TH PLACE SE COLUMNS & STEEL 3 \\ \\ <br /> i FENCE CLIENT <br /> j / "C <br /> \ FOUR CORNERS,TLC <br /> CY <br /> I 12'M- \\ \� 19000 NE 8TH STREET <br /> /� I 7/ i ,.,..,,. .....,. ,. I✓^, I SUITE 1200 <br /> WA9 <br /> BELLEVUE,WA 98004 <br /> (425)453-9551 <br /> a <br /> CIPIH <br /> CONSULTANTS <br /> o� <br /> h Site Running•Civll Engineering <br /> `Q. Landscape Architecture•land Use ConsulM1ng <br /> 11321-B NE 1201h Sheet <br /> % 390 <br /> z101 Sm Wenatchee Avenue,Sv eC3 <br /> a F Wenatchee.WA 98831•(50912937731 <br /> /o .cphc onsulta nis.com <br /> a PROJECT N0. <br /> /o � 0024-18-042 <br /> N <br /> G DRAWING <br /> C3.10 <br /> 0 20 40 <br /> KEYMAP SHEET 10 OF 21 <br /> Know what's bB�OW. <br /> CBII before you dig. <br /> a PLAN IN FEET <br /> coanot 202owMcosuna�s,uc.a a�2nt=aese,rea. <br />