7500 HARDESON RD 7 ELEVEN 2024-02-29

EVERETT 7-ELEVEN SITE DEVELOPMENT A PORTION OF THE NW 1/4 OF THE SW 1/4 AND THE SW 1/4 OF THE NW 1/4 OF SEC. 12, TWN. 28 N., RGE. 04 E. W.M. CITY OF EVERETT, SNOHOMISH COUNTY, WASHINGTON. g, T.E.S.C. LEGEND j� SF SILTATION FENCE X X 2 Z r PER DOE BMP C233 & COE STD DWG #214 C7.2 CONSTRUCTION SEQUENCE �� /I 1. SCHEDULE AND ATTEND ON -SITE PRE -CONSTRUCTION MEETING / / j / / X�F' CL CLEARING LIMITS ■ ■ ■ ■ ■ � ■ I SSMH#501 RIM: 486.34 / / / / / i 5 2� \ m( 3 PER DOE BMP C103 WITH THE PUBLIC WORKS INSPECTOR, OWNER, AND ENGINEER. / / COC: 477.90 GRAPHIC SCALE 2. FLAG OR FENCE ALL CLEARING LIMITS. 16" CONC NW -SE 4 / / j /� '\ ��•2P \ CE TEMP. CONSTRUCTION 1 3. INSTALL CONSTRUCTION ENTRANCE AND EROSION CONTROL \ / O I a' of NE e t47as9 ' NEAT SF7 l� LINE (TVP.) ENTRANCE AND EXIT C1.1 0 10 20 40 MEASURES. LADDERS i / / / N / PER DOE BMP C105 & COE STD DWG #201 4. PERFORM MASS GRADING PER PLANS. ��• /./ m. _ � � 5. AS AREAS ARE DISTURBED/CLEARED PROVIDE TESC MEASURES. �/ / / RR RIPRAP ROCKERY 5 1" = 20 FEET g 6. MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH / yN / / \ N I STORM CULVERT CITY OF EVERETT STANDARDS, DOE BMPs, AND / ' ` --488- - 12" CONC IE: 485.51 6"-8" QUARRY SPALLS C1.1 MANUFACTURER'S RECOMMENDATIONS. / / • l G�r/6F/E I U GU \ I/I IP INLET SEDIMENT 4 7, RELOCATE EROSION CONTROL MEASURES OR INSTALL NEW A p / I PROTECTION MEASURES SO THAT AS SITE CONDITIONS CHANGE, THE / / �/ / + / I PER DOE BMP C220 & COE STD DWG #210 EROSION AND SEDIMENT CONTROL IS ALWAYS IN ACCORDANCE STMH HAD A MH#508 HINGED LID O� a' 9 , / II I I WITH THE CITY OF EVERETT EROSION AND SEDIMENT CONTROL PREST� EXISTIN TILITIES / I 2 UNABLE TO OPEN. // / / INTERCEPTOR DITCH -->- STANDARDS AND DOE BMPs. / •• / G 6 / 1 1y� I C1.1 @ 0.25% MIN. (TYPO PER DOE BMP C200 8. UPON COMPLETION OF THE PROJECT, STABILIZE ALL DISTURBED / REA EX IN ENCE '• x / '` \ // AREAS AND REMOVE BMPS UPON APPROVAL OF THE PUBLIC STCB#507 RIM: 485.42 / / /% AS ClOED GATE / 3 WORKS INSPECTOR. 8" COLD SW IE: 482.71 / / G •' �+ \ - / /III CD GRAVEL CHECK DAM CIA d � j / / / / �'S + / d III I PER DOE BMP C207 r X/ CE I I 1 -� J ST SEDIMENTTRAP TREE REMOVAL NOTE ' ` G \ , 'k /' \ PER DOE BMP C240 C1.2 ALL TREES WITHIN THE CLEARING LIMITS 4 SHEET FLOW PATH / SHALL BE REMOVED FROM THE SITE. EXISTING DETENTION TANK __Y w \ \ 4g / y \ STCB#504 RIM: 484,42 // ` //'/' �'�0 10' UTILITY EASE M NTH i 8" CONC NE IE:481.84 SSMH#503 RIM,484.75 �/. /G p / O� //^ \ LOCATED IN THE R/W •� \ 491' ` \ / 4" PVC S IE 483.27 COQ 474.90 ICy • •_ / / / / / / IA\N. 971017050 7 Rg1 1 I CATEGORY II WETLAND 16" c0NC NW -SE a" coNc NE � 36" CMP BE IS 476.16 484.61 05 STMH# 5RIM: / w ' +,61'y TCB#5o2 R) 485.5o�F : / // / 4•► // A 24" CONC SW IE: 476.35 / ' / G p ` V / NC-Nf o� ER LADDER NW /, / / / / �` / ` FL: 491.40 PREVIOUS MITIGATIONWETLAND BOUNDARY PLAN491.55J STCB#506 RIM: a94.29 / / 8" CONC SW IE 481.15 / / / �/ ID I PROTECT EXI TING 1C1` SPLIT RAIL FE CE STORM cuLVERT // / /^vI A "1M � lM � lM 30" CONC IE 480.07 / / / / / /� / �/ �ti \ I\ SF / APN 280412000306100 / 8rj� / / / /// " CD A8'�dvC W-E REMOVE EXISTING GRAVEL 1A D@\5 / 6,1 / / ,•\/ / // '� / ////// / P 493 \-�� \ \ \\\ STMH 1478 /\\ \\ T APPROXIMATE LOCATION OF 49 I A 999A`QSTMH- UNABLE TO SURVEY. / lP SX P GUTI S I I �� II 2\>\O STMH WAS LOCATED INSIDE TL)PER CITY GIS OF FENCED AREA. 1(,JETI AND BUFFER AT SPLIT STORM CULVERT ® �N 12" CPP IS 489.46 ITV EASEMENT / �$AlL E PER PREVIOUS \ DN/ / +�/ /77 49 �� MIFF T10 L� \ 493 --- 0 \ CL �� /�V ��A'+/• / I ® TEMPORARY SEDIMENT TRAP / \ / BOTTOM EL AQhL 488.50 \PRb CT EXISTING.UTILJTIE 1 / ��/ I C12 \\ MAX W.S. ELEVATION 491.00 G \ /°j / \ FL: 491.00 BERMLECEVATION: 492.00 \ �� - - - - \� -4S4 / 3\ RR I MINIfy1UM SURFACE AREA AT OVERFLOW: 400 SF \ - , �� MAINTAIN XISTING GRAVEL C1. EDI T,TRAP OUTLET Xn v MIf 1NUM 3' WIDE BERM APN 28041200305800 / POND ACr•�.7I��SS R AD DURING \ EIR E ATION: 491.00 �c 494 CONSTRUCJION � x RR G \ / I ❑ ST / DIRECT RUNOFF TO cA5 \AT/THE INS- of / IP 7 TH 5 SW & StEV S / / 'x\\\ 8.9 l INTERCEPTOR DITCHES �RA� D�E1 w/ PUNCH, I / \o Q �\ II l I I HYDROSEED AND/OR \ �i \ DOWN 0.80'. 492 / MULCH ALL DISTURBED '^ 2 / 1 DIRECT DIS R E INTO IDS-� / / AREAS PER DOE BMP C121 OF EXIST G� A CH Sly. / I C + j PROVIDDET DITIO Rp K / . �,L`\ / 15' SANI ARr SEWER EA S ENT j. PROTECTION 6!3 RED. t° "T I / AFN. 33836� i' - II I I SF �� .1 EXISTIyGPJA V A I \ V ® �� / •mom X PROTg�'CC/T D lN"PLA 1 �V I SHEET FLOW PATH /. \ Q /-� \ 1 \ \� \\ �� (TYP.) A I III 11 NVH 3 .9 /PROTECTEXIST GSEWER \I �\ /// x / 4 - UTILITY PER INF RMATION • / / \ � �/ \ / \ \ \ _ _ ON SHEET C4.0 D\\ / PROTECT EXISTIN I / / EA SA I l- - - / ` _ - - - - - _ _ _ - - / 6� -CHAIN LINK F / k 1 DGE E ING -� - 1495-- 496- - _-_---- - �'49 or\ / MH 1- 251 RIM 24TCONCPINE 43. O/® 4 PE/'CMP VERTICA21 O 12• COLO SWIE 476,91 c}p y STCB#846 RIM:a86.51 y \ �/ IP N,, a \T �i`-•�I r II NUAT&WCUT LINE(TYP7 \\I \4g8 18" CPR SW IE: 478.74 12" CONC NW IE478.81 Iw what's below. LADDER SE \ ® < � Call before you dig. I 1 498' i 7 _ R-EBAR N MBAR AND CAP l IIIJi CL N: 342039.9419 / 0f'� / E. 1213712,1923 �,J / SSMH#1338 RIM:498.05 FOUND 1/2" REBAR ELEV. 497.01 / COO : 492.00 WITH FLAGGING & 8" PVC NW LOT BOARD LADDER N hI ems' ;iON ff T o-h TACOMA • SEATTLE • SPOKANE • TRI-CITIES 2215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422 TEL 253.383.2572 FAX mi w.ahbLoom WEB Pro iset Title: EVERETT 7-ELEVEN Client: SANG JI 14241 NE WOODINVILLE-DUVALL ROAD, SUITE 135 WOODINVILLE, WA 98072 Protect No. 2180309.10 Issue Set & Date: SITE DEVELOPMENT PERMIT SET 7/29/2020 ��,�1, °x '�9l,Ig�L1' �' 2 r � 9 y NOTICE �eu�ira1eiri m ¢r Revisions: Sheet Title: TESC AND DEMOLITION PLAN Desioned by: Drawn by: Checked by, TDW/RKJ TDW7TDS BEB Sheet No. C1.0 3 of 21 Sheets DATE: July 27, 2020 FILENAME: Q:\2018\2180309\10_CIV\CAD\2180309_SH-TESC.dwg