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, ,
<br /> EvERETT
<br /> 7- ELEVENy. `.
<br /> 4.
<br /> A PORTION OF THE NW 1 /4 OF THE SW 1 /4AND THE SW 1 /4 OF THE NW 1 /4 OF SEC . 12 , TWN . 2N . , 17:ifiri8 RGE . 04 E . W. M .VV. M .
<br /> CITY OF EVERETT, SNOHOMISH COUNTY WASHINGTON . A H B L
<br /> // ,,,_ // / / \ ram`-' TACOMA • SEATTLE • SPOKANE • TRI-CITIES
<br /> / .f ' � / • �` 2215 North 30th Street, Suite 300 Tacoma,WA 98403
<br /> EARTHWORK QUANTITIES y / : / fr~ / ;.- ., 1II+ >4- / �/ / / / A- i / i 253.383.2422 TEL 253.383.2572 FAX www.ahbl.com WEB
<br /> CUT: 10,050 CY SSMH#501 RIM:486.34
<br /> FILL: 300 CY COC:477.90 f-�- , '" (4111-\ '
<br /> / . •/ / / / .' 1 A' \ \ r Project Title:
<br /> NET: 9,750 CY EXPORT 16' CONC NW-SE // / ?�� E Z
<br /> 8" DI NE E:±478.59 f Q / // /,f / i
<br /> NOTE: LADDER S .r / / - / �`� I 1
<br /> THE ABOVE QUANTITIES ARE ESTIMATES FROM THE FG < �j / " 1j I EVERETT
<br /> SURFACE TO THE EG SURFACE ONLY, INTENDED FOR / ' ' // // /off,' 1 �' I /1 STORM CULVERT
<br /> THE PERMITTING PROCESS. DO NOT USE FOR BID \ EG: 48 .5. O -~466` `_' V) 12" CONC IE:485.51 GRAPHIC SCALE 7-ELEVEN
<br /> PURPOSES. THE QUANTITIES DO NOT HAVE STRIPPING, �▪ * l/ / ' �,
<br /> COMPACTION, OVER-EXCAVATION, OR CUT OR FILL ,,.h 0 10 20 40
<br /> v> /// / //
<br /> ADJUSTMENT FACTORS APPLIED TO THEM. %� : / / E � / `' / ,
<br /> //� / - A ' ,,;;� ,/ \ / I i _..... Client:
<br /> STMH#508 RIM:485.86- / f VA �;� , -4`\ s'. / i 1 1" = 20 FEET
<br /> PER THE GEOTECH REPORT, THERE ARE UNSUITABLE STMH HAD A LOCKED HINGED LID "Y // / / ,,/ `,; ;:, �z�,, /
<br /> SOILS ON-SITE WHICH MUST BE EXCAVATED AND UNABLE TO OPEN. /2/ / / , �" �'
<br /> REPLACED WITH STRUCTURAL FILL. THE APPROXIMATE / ' '/ EG: 486.-" `� S / '` �� 4 / HELIX DESIGN
<br /> VOLUME OF UNSUITABLE SOILS TO BE REPLACED IS i
<br /> sTcl #507 RIM:485.42 / r / / / �I C I I GROUP INC.
<br /> ESTIMATED TO BE 4,000 CY (NOT INCLUDED IN THE ; � '�►j / ; f ----. 1 f i I
<br /> ABOVE QUANTITIES). 8" CONC SW IE:482.71 .� Q` / / f /
<br /> /. ; ,. FG: 489.34 t
<br /> ,, , �s / % / / "// _-- \ i ) ! ` 6021 12TH STREET EAST, SUITE 200
<br /> / - >(/ ,/ ( '' / /,, A/,//` -- �-� \ \ ‘ 1 TACOMA, WA 98424
<br /> NOTE / ' 4i -,,C ko . / /, --.: ,\ \ i
<br /> / ` a '� \\ \\ \ BRUCE MCKEAN
<br /> ALL PROPOSED GRADES ARE THE FUTURE / f/4141 s ,- f�,',' ,/-,, \ \ \ ; 8°
<br /> SURFACE ELEVATIONS AND DO NOT REFLECT / /. \�°: co / t / y.' /, ,3k\ \\ \ \ '�
<br /> THE FUTURE SUBGRADE ELEVATIONS. / / N \ : / // . / / -,1 /,. �.. 5 --- 1 �.1 \
<br /> f// g� Project No.
<br /> '\
<br /> f // / \ N / / / / // \ \N• \ '" I \ tR.
<br /> � � // � i 2180309.10
<br /> j f / f : /,J / / !/ \\\\ �\ �. -'-�k90 \ \ r f f
<br /> ` . . / / : / , '` ; ,// ,,, \\\\1\i\ .,'� ' `.. \ '/ ,. Issue Set & Date:
<br /> STCB#504 RIM:484.42- .7/ /./ "/ D.A ~3�� �, / } /, iCS/ jTiL#TY EASEMENT \ \ \ \\ ` E NI
<br /> SSMH 503 RIM:484,75 /, f Q '/ a, A L THE i \ \ �` 9 \ I EARLY
<br /> 8" CONC NE iE:481.84 # !� '/ // i /r N i • 07 \ \\ 1 \
<br /> 4" PVC S 1E:483.27 COC:474.90 . / /: O . " : / , ,'r
<br /> 16" CONC NW-SE �j %, / /° \ \\ \ \\\\ g2 _ '1 - CATEGORY 11 WETLAND
<br /> • - / / / // / i / K .// , ,r / \ \ \ f
<br /> 8" CONC NE t. / / :/ / Cj . / ,;, /-7-//, /, , // \ ;� \ 92.19 \ I ,ter 1 I, CLEAR AND GRADE
<br /> STMH#505 RIM;484.61 / �' 1� 1 , / .�/ =' = y .` \ f
<br /> ' \\
<br /> 36" CMP SE (E:476.16 / // / • / / f `'s / IF
<br /> \\\ c.
<br /> 24" CONC SW IE:476.35 / / jr ,l/ / F`,' / /�' , 8" CONC NE iE;43.07 \\\ \ �\\ \ ,
<br /> LADDER NW /m / / / /Ø"
<br /> / '';� . 'r / // F l 492.27 \C7\ \ \ 3/25/2019
<br /> / 4, / / G,. , ,� WETLAND BOUNDARY PER
<br /> +'/ f / / / f/ j / /// FG: 492.45 \ FG: 492.45 ��y‘ i \ 1 I PREVIOUS MITIGATION PLAN ,-.
<br /> STCB 506 RIM;484.28 / .,J'f/ /, /,, ,,, d--/ '/' 0// _ j \ t ji1 i
<br /> 8„ CONC SW IE:481.15 E/ •o�..%/ // ��;///// f/Y/////////// �- '\r 1 \ \ � j 1 . I�EW
<br /> ° D `t_IGHT '/ /,..///'„ //// // / \ / �� \ \ \ - ` \ OF wasgj
<br /> f / /it // - G Cl'.
<br /> STORM CULVERT f / �" ./ /I f. ./� // t I 1 st! \ 1 \ - ' �a ,
<br /> 30" CONC IE:480.07 • • / ( ) c ,, / ,•_ , f CI 2 / / / f \ \ �- _I -INS l r- /t. /
<br /> '/ /: /. / v,.'� //r/�` �/ /GG f/'/�/`// 1 1 \\ \ ' ` \ APN 280412000306100 ,��s f;
<br /> / / �', ,� // /// ,�/// / \ \ \, \ / �� �\ \ / ��� d'EG34858 I Two
<br /> {/ / / , / / /, oP /t // \ \ ` \ s #511 RIM:492.1 �$
<br /> ' P-•-•-•!.1 ..� %" \ /, /c / / / / /> / r'/ / f t \ \ \ \ \ �\ \ \ CO :486.12 s"'IONAL
<br /> '_'':_':j'ai'',,,:_,, ,,,, ' r �' 0 �,/': / / ,/: r .�, //A /� f/ ;� � \� \ \ \\ q\ \ \ \s„ c w-E
<br /> ►� / / ff / <; \ \ \ 03/22/2019
<br /> ." ,Iii.),...i:--,,
<br /> -' ,ad `/+r j t / /I/f/// // `L \ \ \�► / ' FG: 492.94 FG 492.94 \ '.'
<br /> ; _;,, /' f iy,1 / ////C)�//f i \ \ \ I! r NOTICE
<br /> :j r / // / \ \ V '` STMH 1478 -
<br /> /: ``, ;, 0 „ ' //r / / \ \ / f ALTERATION iO OF THIS DOCUMENT SHALL INVAUDANUJcA1IO n
<br /> c> . / 1 /f/ X�j /;' \ \ \ `\��\ �� APPROXIMATE LOCATION OF / / / THIS DOES SIGNATURE.DEROGATE +ED
<br /> j \ STMH. UNABLE TO SURVEY. OxHERsrw RIGHTS N IT.THS DOCUMENT S FOR USE
<br /> / /: I_/ 1 ♦ ///50/. / - FUTURE FUEL PAD \ \ \ \ \ ` �'� � \ STMH WAS LOCATED INSIDE / / ,/ a�rFaa THE rN crnaTFamN THE BLOW
<br /> �? / / \ ` T \ / ANDS NOT TO BE USED FOR REPAIR,REMODEL OR
<br /> /. / ;/ /
<br /> / f`G j 9 •9 AND C3\NOPY \ \ \ 1----... j�fj S\LI'I E [DER CITY GIS OF FENCED AREA. ' �, / ADd710N TO THAT PRQECT OR FOR ANY OTHER PROEOT.
<br /> / / co • \ // J / , \ \ A ,-', / /
<br /> / /� \ 6 / , .. /// \\\ �: 493. 6' • \t TLAND BUFFER AT SPLIT STORM CULVERT
<br /> / \ ,+i , / ,/ //j;/ o , \ \ \ \\ `\ \ I 1`7„:11.--„OtKIC-7ER12" CPP IE:489.46 ✓ /' '/
<br /> \ / �" !� / I I MENT \ \ \ \ 4 / PREVIOUS �i// ,�'
<br /> / \ / 1 o G•64 �, U .' \\\ \ ap ,� IGGATIOL,AN/ / \ -,,., / N. \ \ c„, Ark,,- /77-, f7
<br /> `/ lt://///'
<br /> `� •/ J/1 / 493 \ \ \ \\ \\ b - ti,_.. -.--- -- �` ���
<br /> \ / !
<br /> / \ 3. l/ it SLOPE N. / ) \\ \\��\ 3\-` . -- .' ._ r.. ,� '
<br /> f \
<br /> \ N e MIN. FG: 49'.50 \ \ ... 94 --
<br /> / ca / dry , I l l l 8 \ \\ ..._ ;_- '--=� _ _...
<br /> •1 ` AX
<br /> -� 4
<br /> i ,,, l . i`1 0°;- - i; // I \/ N. I FOR SEWER COVER \\ \\ EG: 492.66 / -
<br /> / A \ / �' ,� = \ x v ,' \AI T
<br /> `',. / / \ i Ar ti :g0 S120C3058«� 1\ / __ 2.39 v
<br /> _t EG 49
<br /> ' \ \ 2:1 MAX SLOPE 3
<br /> / \ EMPQRARY SEDIM `NET TRA \ \ \ __
<br /> j II I \�
<br /> `� Ca: \ 1 REFEl 'O SFET 1.0 _ ' t \ / \ \`�\ 1_ ` a ` - - FG: 495,11
<br /> All 1,/ \ \ '4' / \
<br /> rH SV1 & SIEV S �� / . iS, / .�� ; t a; A i \VV� �,'" �` ��_. -_ _ 493� 1 °� /�\
<br /> �G W/ PUNCH, / ./ \ t ,� \ #90 PROPOSED,E /` \ , FG: 494.16 "
<br /> \ DOWN 0.80_ I co -494- 2 Y
<br /> ,/ a. ,o \ .v S' , 4 N BUILDFNG PAD \ \ _ __ ( f- -- %.',
<br /> •
<br /> \ /0,,,,,, 'W I i i FG: 490.92 ,,, , \ �� \ • \\ 95--- -- .�� 4`�� A
<br /> / - 5,000 Sr ._ _ _ _ 3
<br /> I / 1 \ / \ . j , t k � , 15' SANITARY SEWER EASEMENT
<br /> f �--•-- Revisions:
<br /> � �` AFN, 23836 9 ( ter
<br /> f/ I 1.,'" >\ ,; \ , \ \ \ \ FUTURE FF. 494.00 ��.FG: 493.50- -- `� ,°
<br /> \ \�%� "\ \ \ ! \\\\ a `� _ _. _ _ _ �cJ�° � t.
<br /> F SEWER COVERS �'�/ { \ " '\ \ \ \ > C, Llt l(TS OF FUTURE` rnQ .7 :,v;
<br /> -cr \�\ \ \ \ I Sheet Title:
<br /> . Off// �� \ \ \ - / PAVING (TYP.) ,sz/ \
<br /> / \ I \ : 11166" - ` \ \ cy _ \ MIN. FG: 494.00 I /II x
<br /> x x VH3 aca : / q1 \ ' \ \ d .=q9 FOR SEW\, -,,,,, ----
<br /> ER COVER / / / "- x
<br /> �;, / > EG. r4.0.. \ . \ \ TA \ \ , .d `'�`� 0 ' I 1 \ ,\ / ` ter. GRADING PLAN
<br /> \ �� "`zb�,, _ / \ / 0 r\ \ \ �'� \ \
<br /> z t FG: 493.28 I , y O \ / /
<br /> �`\ • \� \ \ _ FG: 494.44 I \ J /
<br /> 494 I I * / `� 9 'r
<br /> ( \ "� .-
<br /> `1 ii ..!-- -� S1' b2' �...`s� \ 496 .- 495 ! 1 g
<br /> W 51 -' --
<br /> t� •�" 43 70' \ '" _ b _ 497 498 �199� .. . -- -"' 494 _ _._. - / -, ---F-G:49 1 .,-"' --` .--
<br /> -,4- r
<br /> A �, / 1 \_ \ t • 49- N1 2' •.„ � ____ -� -� - -49a' Designed by Drawn by: Checked by
<br /> I y � 4
<br /> STMH 1251 RIM:4 11 /A r .�-4-89 c-- 7,, ' \ ) 2t 1 MAX SLOPE,� �`` '.r 0 € _ fig• o
<br /> 24" CONC NE IE:476.4i EG: 4 9..�. `. \ rn �� ' r ` �l� ,' TDW/BEB TDW/TDS JMW
<br /> 24" CMP VERTICAL PIPE IE:483.21
<br /> \ 1/ ' � ba`, 1 `. ` MIN. FG: 494.50: REBAR Alm-CAP � '� !,'
<br /> 12" CONC SW IE:476.91 N;342039.941 ``�
<br /> ' 1 '� / 1 FOR SEWER COVER E:1293702.9923 FOUND 1/2" REBAR-
<br /> STGB#846 RIM:486.51 l °� ,Q--,_ \ �i '� � ELE :497.01 WITH FLAGGING &
<br /> {
<br /> 4 t� � �:� '\ .� � � \ \ , . Sheet No.
<br /> 12" CONC E 1E:478.71 p / \ r'it
<br /> c SSMH#1338 RIM.498.08 LOT BOARD
<br /> � 18" CPP SW !E:478.74 \ w ` ` �/ �y. NOTE: BOLTS ON THE
<br /> 12" CONC NW 1E:478.81 \ / - 4 �_ `� ~. MH LID WAS STRIPPED.
<br /> \ ; . •� -,.APPROXIMATE LOCATION OF
<br /> LADDER SE \_ \ UNABLE TO OPEN, C I ■
<br /> ' � \ \ ,� � \ �*'`S�MH PER CITY GIS MAP
<br /> Knowwhatsbelow. �t \ \
<br /> Call before you dig. 3 of 5 Sheets
<br /> CITY OF EVERETT
<br /> DATE: March 22, 2019 FILENAME: Q:\2018\2180309\10_CIV\CAD\_CLEAR AND GRADE\2180309_SH-GRAD.dwg REVIEWED FOR PERMIT
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