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EVERETT 7-ELEVEN SITE DEVELOPMENT
<br />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,
<br />CITY OF EVERETT, SNOHOMISH COUNTY, WASHINGTON,
<br />TWNw 28 N., RGE. 04 E. W.M.
<br />T.E.S.C. LEGEND
<br />SILTATION FENCE C1.2 �' w�nttti�-
<br />CONSTRUCTION SEQUENCE �" I j C� PER DOE BMP C233 & COE STD DWG #214
<br />1.
<br />2.
<br />3.
<br />4.
<br />5.
<br />6.
<br />7.
<br />8.
<br />SCHEDULE AND ATTEND ON -SITE PRE -CONSTRUCTION MEETING'' !: % /_ : / / CL CLEARING LIMITSINEWRIMIN
<br />WITH THE PUBLIC WORKS INSPECTOR, OWNER, AND ENGINEER. SSMH#501 RIM:486.34 `� PER DOE BMP C103
<br />FLAG OR FENCE ALL CLEARING LIMITS. C0C`477.90 / / \ {
<br />d % 1 GRAPHIC SCALE
<br />16" CONC NW -SE j / / f I CE TEMP. CONSTRUCTION, c
<br />INSTALL CONSTRUCTION ENTRANCE AND EROSION CONTROL 8°` DI NE E:478.59 \ / % / /� C1.1 0 10 20 40
<br />�,_ a:. " _ NEAT S LINE (TYP.) ENTRANCE AND EXIT
<br />MEASURES. LADDER s / / / is.;"
<br />PER DOE BMP C105 & COE STD DWG #201
<br />PERFORM MASS GRADING PER PLANS. ,o
<br />AS AREAS ARE DISTURBED/CLEARED PROVIDE TESC MEASURES. % j jG' 1" - 20 FEET ZE
<br />" �' "` i J I RR
<br />RIPRAP ROCKERY 5 -
<br />MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH \ STORM CULVERT
<br />CITY OF EVERETT STANDARDS, DOE BMPs, AND ° I, f - 485-{) 12" CONC IE:485.51 6 -8 QUARRY SPACES C1,1
<br />// % N A /1fCLIT i� / l
<br />MANUFACTURERS RECOMMENDATIONS. % , GE�d I G, GU R ' IP INLET SEDIMENT 4
<br />RELOCATE EROSION CONTROL MEASURES OR INSTALL NEW ;�/
<br />PROTECTION C1.1
<br />MEASURES SO THAT AS SITE CONDITIONS CHANGE, THE PER DOE BMP C220 & COE STD DWG #210
<br />EROSION AND SEDIMENT CONTROL IS ALWAYS IN ACCORDANCE STMH#508 RIM: 485.86 / / / w / { {=
<br />WITH THE CITY OF EVERETT EROSION AND SEDIMENT CONTROL STMH HAD A LOCKED HINGED LID // R' L EXIS'TIN TILITIEs d I { 1 2
<br />STANDARDS AND DOE BMPs. UNABLE TO OPEN. INTERCEPTOR DITCH
<br />UPON COMPLETION OF THE PROJECT, STABILIZE ALL DISTURBED / lRE
<br />� X ; IN BEN E ` 'l `* " J { @ 0.25% MIN. (TYP.) PER DOE BMP C200
<br />C ,,' {
<br />AREAS AND REMOVE BMPS UPON APPROVAL OF THE PUBLIC `"
<br />STCB#507 RIM: 485.42--� / / AOCI QED GATE / �, _ { CD GRAVEL CHECK DAM ° 3
<br />WORKS INSPECTOR. 8" CONC SW IE: 482.71.
<br />PER DOE BMP C207 C11 r�
<br />CE{ ST SEDIMENT TRAP 1
<br />TREE REMOVAL NOTE �-''' is �'.:a �� PER DOE BMP C240 C1.2
<br />SHEET FLOW PATH
<br />ALL TREES WITHIN THE CLEARING LIMITS
<br />EXISTING DETENTION TANK - / , O
<br />SHALL BE REMOVED FROM THE SITE. / : \ / .: � / ,
<br />,� s fig: O - ,� / f ',, '°'• a�
<br />491)
<br />STCB#504 RIM:484.42 %,✓'b/ i/% r10' UTILITY EASEMMEN -
<br />8" CONC NE IE: 481.84 SSMH#503 RIM: 484.75 %/ M ,4 ~ / G: O �/ �' LOCATED IN THE R f W
<br />4" PVC S IE:483.27 COC:474.90 °. ,:: / /' // �. % / 9/ 4{aFN. 9710170507 ` `pt,'I ` €
<br />16" CONC NW -SE dJ % : <! CI, ;✓ ,.r` // ° t'�9� - t i $ CATEGORY IE WETLAND
<br />8" CONC NE
<br />STMH#505 RIM: 484.61h / i, ' . / ,o /� M `
<br />36" CMP SE IE: 476,16 TCB#502 Rl ; 485.50� �.r
<br />24" CONC 5W IE:476.35
<br />LADDER NW / / %� : , Q� / : '� �- FL: 491.40 I WETLAND BOUNDARY PER
<br />PREVIOUS MITIGATION PLAN
<br />FL: 491,55
<br />STCB#506 RIM: 484.28 % :' /. :�
<br />8" CONC SW IE: 481.15 ID PROTECT EXISTING f
<br />SPLIT RAIL FENCE
<br />STORM CULVERTINN
<br />30" CONC IE:480.07 �'' f t 1 SF
<br />a ! -
<br />/ % /� j - APN 280412000306100
<br />CD
<br />H 511 RIM: 492.19
<br />/ / \ •486.12
<br />`+ 8' PVC W-E
<br />Q' t i �A D
<br />REMOVE EXISTING GRAVEL ER S
<br />_ w
<br />o
<br />493 � � �,
<br />` _ s `' 1 \ \ STMH 1478
<br />APPROXIMATE LOCATION OF /
<br />l P. Y CV
<br />E GUTI ISM oU STMH WAS LOCATED INSIDE
<br />S\L PER CITY GIs OF FENCED AREA.
<br />,ed d ! / F�L:491.15 � i � Q,
<br />`Tt� �
<br />%. 'i �
<br />\ IP �; * CIVET AND BUFFER A7 SPLIT STORM CULVERT
<br />f / ; j / %..' Ail= CE PER PREVIOUS 12" CPP IE:489.46
<br />ITY EASEMENT 1-(4 MITI�ATIOWPLAN
<br />r ✓°'
<br />w
<br />J` 493 s ..,� '' >` � � � �\ � 4 � Cl_ _ - •..... .--- -`"` _ � �, .s � �,�
<br />�• d �� / TEMPORARY SEDIMENT TRAP
<br />/ L \ r d J BOTTOM ELEW40I 88.50 -
<br />f Rb CT EXISTING UTIL)TIE d1.2
<br />' MAX W.S.WS.ELEVATION: 491.00 I �
<br />FL: 491.00 BERMEVATION: 492.00
<br />� �'3� \, *, e f �' �� ., RR r/ MINIMUM SURFACE AREA AT OVERFLOW: 400 SF � --._ ,�, ----•- °'__._..__.' me �.
<br />EDT NT,TRAP OUTL ec° MII�f.�IAUM 3' WIDE BERM -- MAINTAIN EXISTING GRAVEL
<br />T a, �� r ... � N♦�X N
<br />�- �'. I 0� / POND ACC�SS ROAD DURING
<br />C1. WEIR E ATION: 4 .00 �� "� � ->, 20,�a05800 � ...
<br />s APi� 28041 CONSTRUTION,
<br />/ / f / 494
<br />I
<br />ST f i
<br />f DIRECT RUNOFF TO
<br />OA E\AT/THE INT-- . ` OF'
<br />f \ . IP
<br />. INTERCEPTOR DITCHES
<br />7 TH . S Si V S % / \ 89
<br />GOWN 0.80` #' a+ j .' ;! 49? ! d HYDROSEED AND/OR (f
<br />1 DIRECT DISC R E IN;zs
<br />IDa 492 ! MULCH ALL DISTURBED
<br />AREAS PER DOE BMP C121 i
<br />! OF EXISTING A CH I `\ ,
<br />! PROVID ADI ITIO R9tK 15` SAKI ARY SEWER EAS ENT
<br />PROT CTION S rF ED;; `` { 1 AFN. 33836 SF �\ .
<br />/ EXISTIN P To B a� �. ,•. ! \ I d ® IM ! ! !to
<br />00
<br />�� SHEET FLOW PATH v, '' h 00
<br />� PROT�C�T D IN'PLA � °�,
<br />rn ` \ \ i ,'o z
<br />t\ I lG�1P�
<br />19\� � . ! PROTECT EXIST[f4G SEWER \I
<br />, �� r UTILITY PER INF RMATION f f
<br />_ _ _ ®_ ON SHEET C4.0 PROTECT EXISTIN f
<br />NEATSAW I E �` _ _ - ..__ .�,.. � -� l � � -CHAIN LINK F�
<br />DGECE ING
<br />P
<br />STMH 1251 RIM:4 1 s,.-� _ ._
<br />/ 24" GONG NE IE: 476.41 ; I . _?. \� ; C�3 I {
<br />24" CMP VERTICAL PIPE IE:483.21 �r c, L {I ✓ -- BAR ANI? GAP
<br />y ' ` l a f ! 6 r CL _ ®- - `' N: 342039.9419
<br />r 12" CONC SW IE: 476.91 / . �� <. u�
<br />r ° I \ \ E:1293702.9923 ! SSMH#1338 RIM:498.05 FOUND 1/2" REBAR
<br />STCB#846 RIM: 486.51 : \ % \ j N1ATAWCUT LINE (TYP` �� i ELEV:4�97.01 / COC: 492.00 WITH FLAGGING &
<br />8" PVC NW-S LOT BOARD
<br />� 12" CONC E IE; 4-78.71 v- �t � IP � � �, � { "`� 6 N` � ��' �. � LADDER N
<br />18' CPP SW IE: 4, 8.74
<br />12°' CONC NW IE: 478.81 :<,� `.
<br />LADDER SE
<br />Know what's below.
<br />Call before you dig.
<br />TACOMA - SEATTLE - SPOKANE - TRI-CITIES
<br />2215 North 30th Street, Suite 300 Tacoma, WA 98403
<br />253.383.2422 TEL 253.383.2572 FAX www.ahbl.com WEB
<br />Proiect Title
<br />Client:
<br />EVERETT
<br />7-ELEVEN
<br />SANG JI
<br />14241 NE WOOD I NVI LL E-DUVALL ROAD, SUITE 135
<br />WOODINVILLE, WA 98072
<br />Proiect No.
<br />2180309.10
<br />Issue Set & Date:
<br />SITE DEVELOPMENT
<br />PERMIT SET
<br />9/15/2020
<br />09//S11?0_'0
<br />NOTICE
<br />ALTFR = OF M DOMM U S WI NNUDATE W
<br />PROFESSIONAL SM AND SIQUITURE. MUM OF
<br />TNIS DOMMIM Does Far DERODATE RN
<br />OWNER V WM N n 1M DOCU W IS FOR USE
<br />MLY FOR 7W PRUM EN]I'IEEDD N THE M EaI=
<br />AND 15 NOT TO RE USED FOR WAR, RENODe1. OR
<br />ADMW M THAT PRUM OR FOR ANY OVEN PR W.
<br />A
<br />A
<br />Revisions:
<br />Sheet Title:
<br />TESL AND
<br />DEMOLITION PLAN
<br />Desioned by: Drawn by: Checkedby:
<br />TDW/RKJ TDW/TDS BEB
<br />Sheet No_
<br />C1.0
<br />3 of 22 Sheets
<br />DATE: September 14, 2020 FILENAME: Q:\2018\2180309110_CIV\CAD12180309_SH-TESC.dwg
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