8102 EVERGREEN WAY 2019 EVERETT 4 CORNERS Plans 2025-08-04

SW 1/4,SEC 07,TWP 28N, R05E W.M. TESC NOTES CD N OCONSTRUCTION FENCE PER DET. ON SHT. C1.101 00 1 APPROX. LENGTH PER PLAN O OSTORM DRAIN INLET PROTECTION PER COE STD. DWG. 210 ON SHT. C1.100 d a O3 7EMP.IN7ERCEPTOR DITCH PER DET. ON SHT. C1.101 0 d 28050700300600 ROCK CHECK DAM PER DET. ON SHT. C1.101 u 1 a 1EFT LANE STRAIGHT&LEFT" /-- - - GRAVEL CONE RISER AND 12"LCPE OUTLET PIPE PER J EXIST TREE c 'RIGHT LANE Rlcrlr ONLY" BE REMOVED TO 5 DET ON SHT. C7.101 79TH PLACE SOUTHEAST ce(550168 O 7EMP.CULVERT, APPROX. LENGTH AND SIZE PER PLAN, RIM 550.68 p U 549,43(E) $=2%MIN. Z o W o o /'AREA CONVEYED PER / DEMOLITION NOTESaj 'J � �./ h6 // // / QUIT CLAIM DEED /- / a w< h6 CB(p4078) / / REC.No.1862950 / ❑ REMOVE EXIST. CONC./PVMT./GRAVEL DRIVEWAY, AS W' V / RIM 558.91 / / / 1 `{ / 2 TIP. / / NOTED w 8"DI IE 557.35(W / / CB,y6187 m W_ / 60NALDS" 8"DI IE 557.29(E / / RIM=559.06 AREA CON E ED PER DEED LEGEND W -W -W W -w l4 LDS"-W W - 5 / / 8"DI IS 556.86(SE) �p REC.NO 9506280333 R t/). �-W -W -w -w w ws'a Fsas.s{vr w w -w ce(p10101) / d s"CONC IE±549.3(E) -X-X-X- SILT FENCE PER COE 214/DOE z -GAS A GA - -- -_ _ _ +\ - _ 6" SD Es ro s uND uND BMP C233 + 1 .f .-.: ..• CHANG ERG _ -i - 12M6195p SD CB(y5065), TYPE 1L CONSTRUCTION FENCE PER DOEZ55 0W J \ D SD _�D O \\ -- 8"DI IS s56.S1 fN \+ RIM 551.58 0 0- BMP C103 •S�� A +.•+ / 8"CONC IE 547.98(SW) 8"DI IS 556.48(Se O 1 \ 12"CONC IS 547.78(NE) \\ I 1 Sp \ CB(g5o56), TYPE\2 54" �.' %'�; 12"CONC IS 54778(SW) Q CATCH BASIN INLET PROTECTION z \ \ RIM ss4.72 11 •. Q PER COE#210/DOE BMP C220 8"GONG IS 551.92(1y) r �• CONC IE 551.92(W ,1p •+. f�� F. s C 12't Nc IE 551.92(S CONSTRUCTION STAGING AND McDONALDs \V A •`�y' / STOCKPILE AREA F aVAC 0� / TEMP. CULVERT, APPROX. LENGTH . K?C?:XX�C\ s\ l o CB(Xeoaz), TYPE I ROu LID AND SIZE PER PLAN, S=2%MIN. 'v APPROXIMATE LOCATION " D O N 11 - \\4 0pi2"CONC IS 549AJ(N EXIST. TREE OR VEGETATION TO BE \\ \ I ENCLOSURE \ W�STEEL O REC.N0.200103060293 ®171 a WALL 12"CONC IS s49.33 NE) \ \ GATES .\M 1\ )•: �° " I G -, 0 a \ j 0p 1. ALL UTILITY TRENCHES CONSTRUCTED IN THE PUBLIC LV 12 cD S IS= 2.aa'/ RIGHT OF WAY SHALL BE CONSTRUCTED IN 00 ACCORDANCE WITH COE STD DWG. 614 ss0s7 (553.9 rPE1 2. CONTRACTOR SHALL MONITOR THE FRONTAGE STREETS E 54.71 conc 1 ss1s7(E AND PERIODICALLY STREET CLEAN TO REMOVE ANY SEDIMENT TRACKED OFF THE SITE. THE CITY STREETS _ SHALL BE KEPT CLEAR OF DIRT AND DEBRIS AT ALL \I RIM 0558,45 C 6064 / / / TIMES DURING CONSTRUCTION. DUST SUPPRESSION AND 3 p PARCEL 1 I 8"DI IE 556,40 E RI 558.04 RIM=558.50 l / STREET CLEANING MUST OCCUR AS DIRECTED BY THE Q i O 28050700301500 z m \ 8"DI IS 556.48(W) 8"l IS 556.12(S) 8"DI IS 556.40(N) PUBLIC WORKS INSPECTOR. y z \\4 SD -.SD SD -- 8"D IE 556.12(w) 8"DI IS 556.50(SW) 3. CONTRACTOR SHALL ROUTINELY INSPECT AND MAINTAIN o / SD SD SD O ALL INSTALLED EROSION AND SEDIMENT CONTROL BMP,,, s i 1 `O / ESPECIALLY AFTER STORMS. i DONAL S I 280507003069)v0 0 / 4. CONTRACTOR SHALL TAKE APPROPRIATE MEASURES TO o �COMEa STOP SEDIMENTS FROM ENTERING WATERWAYS IF THE LH N - ,/ PROPOSED BMPs FAIL. z ( 3-8'bI LVERTS 5. EXPOSED AND OR DISTURBED SOILS SHALL REMAIN ( S� B("4., TYPE 1 R ND LID / O B X609 IE 55.12 / RIM 554. UNCOVERED AND/OR UNSTABILIZED FOR NO MORE THAN 11A,�2' 8.49 IE 5 a.Io a"CON 1E 551.60 ) TWO DAYS FROM OCTOBER 1 THROUGH APRIL 30, AND556.1 N) / IE 54.15 12"COIE551 (SE) / 12" NC IE 551 5(NW) FOR NO MORE THAN 7 DAYS FROM MAY 1 THROUGH/ r� SEPTEMBER 30. IE 556.4 ) p 1 DI IS s .06 ) S Q SDMU / 6. THE TEMPORARY EROSION AND SEDIMENTATION //1 a \o CONTROL (TESC)MEASURES SHOWN IN THESE PLANS r�/v/ \I 1 \ ® W/CONNT STRUCTURE cuLv 12'b'E // /' /_ - / SHALL BE CONSIDERED A MINIMUM. THE CONTRACTOR S59.5 ) cuL 11E_155.74' S // �6 SHALL PROVIDE ANY REASONABLE ADDITIONAL LU w O �> MEASURES AS MAY BE REQUIRED TO FACILITATE LL ro ME URE IS 13zs / ACTUAL SITE RUNOFF CONDITIONS AT THE 71ME OF To MEAS Z (n CONTROL STRUCTO E RIM s8.9a CONSTRUCTION. ALL NECESSARY EROSION AND O i I \ UNA E URE ® \ Sp, N i \ J SSMH g4m0) SEDIMENTATION CONTROL MEASURES SHALL BE L.L LU / RIM ss.as IN-PLACE PRIOR TO ANY DEMOLITION OR CONSTRUCTION W \ RI ( 32W� / a" one(sw-E) ACTIVITIES. O O RIM 5 7 CHANN IE sa4.87 28050700301200 \\ "D1 IS 5.86( P 7. PERMANENT STORM DRAINAGE FACILITIES MAY BE USED U z Nasal, 'w lea TIE 86(w FOR TEMPORARY STORM WATER COLLEC71ON AND U Q CONVEYANCE CONTROLS IN CONJUNCTION WI7H V k NECESSARY TEMPORARY BMPs DURING CONSTRUCTION. J (n 11 V ALL PERMANENT STORM DRAINAGE FACILITIES ACTIVE m DURING CONSTRUC7ION SHALL BE CLEANED AND/OR O � REPAIRED TO GOOD WORKING CONDITION PRIOR TO 01 01 \ \V FINAL PROJECT CLOSEOUT. U s " 558- CB(/(410 SOLID RO D LID CLIENT m CB(,y4150)SOLID ROUND LID RIM 557 2 N RIM 559.81 2"DI 553.72( ) 3 352LF 12 DI IE 556.49(SW) 12"D IS 553.59 E) 12"DI IE 556.37(NE) m FOUR CORNERS,LLC p0 / 19000 NE 8TH STREET I 3 8'bl CULV Ts SUITE 1200 554.39 , BELLEVUE,WA 98004 (425)453-9551 5 / �Q a 1 B A (TIP.) 4o \ gyp/ / ��Q` T \ 1 0 \ SA T EXI PA ING 33LF 12"SO 6 \0 - 28050700301100 I �.J % 1 \ OT A R VE A HALT 1o'M \O I / 11 a 1 \ MIN i -FT R 1 / CONSULTANTS o� h i Arey OP 5so KEYM/�a Site Ranning•Cidl Engineering dm ry � L�IrI/1r Landscape ArchitecNre•land Use CorsulM1ng A' 11321-B NE1201h Sheet `a S OP 390 101 sWwemw cmchee n�ene�e.we 03< �A Ww wwnatchee.WA 9WI•(509 2917731 .cphc onsulta nis.com PROJECT NO. m a Zx 0024-18-042 DRAWING PI C 1.00 v o FF Know what's below. a CZ o zo 40 Call before you dig. a 07 SHEET 4 OF 21 K PLAN IN FEET co no 2020wMco nu R.en-,w;a.