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GRADING PLAN SPOT SHOT LEGEND
<br /> DESCRIPTION PROPOSED
<br /> GRADING GENERAL NOTES: SEC.12 SW,TOWNSHIP 28 N., RANGE 4 E. W.M. 60
<br /> 55MH RIM=6,9.DI 1. ALL GRADING SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE PROVISIONS OF THE CURRENT CITY ME=MATCH EXISTING SPOT ELEVATION
<br /> c/L CME
<br /> HAN ORDINANCE AND STANDARD PLANS.THE GRADING IS SUBJECT TO THE OBSERVATION AND APPROVAL OF KEYNOTE LEGEND
<br /> 8"coNc(E)=611.3 THE PUBLIC WORKS DEPARTMENT. 0 PROPOSED SPOT ELEVATION 5
<br /> 1 CONSTRUCT VERTICAL CURB PER DETAIL ON SHEET C20. SDMH RIM=610.07
<br /> 2. CONTRACTOR SHALL MATCH EXISTING ELEVATIONS AT ALL SAWCUT LOCATIONS. 55MH RIM=61 o.n z F W
<br /> IE 8"PVC(SE)=605.45 C L CHAN 8"CONC z
<br /> 0 CONSTRUCT CONCRETE PAVEMENT PER DETAIL ON SHEET C20. WALL NOTES' /
<br /> TOP OF WALL IE 12"Pvc(w)=6o4.4 (S/N)=59z8 -
<br /> 0 20 40 BO 3. ALL SPOT ELEVATIONS SHOWN ARE TO FINISH SURFACE (TOP OF ASPHALT OR TOP OF CONCRETE W
<br /> 7 3 PAVEMENT, NOT TOP OF CURB/SIDEWALK) UNLESS OTHERWISE NOTED. O CONSTRUCT PRIVATE MONLTTIiIC SIDEWALK AND 6°VERTICAL CURB ssMH RIM=sn.a9 g ' V
<br /> 1 PER DETAIL ON SHEET C20. DIFFERENCE FROM TOP OF WALL TO 100' 465.00 TW z i
<br /> C/L CHAN 8"PVC o m
<br /> FL - FLOWLINE 455.00 BW (s/E)=59z35 s >
<br /> FSH - FLUSH ®CONSTRUCT LIGHT DUTY ASPHALT PER DETAIL ON SHEET C20. BOTTOM OF WALL AT EXPOSED FACE1i .
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<br /> ME - MATCH EXISTING ELEVATION J o m m Q �
<br /> RIM - RIM/GRATE ELEVATION OF STRUCTURE OS CONSTRUCT HEAVY DUN ASPHALT PER DETAIL ON SHEET C20. BOTTOM WALL AT EXPOSED FACE(NOT / �, M N J �
<br /> BURY DEPTH, SEE WALL PERMIT XXXXX c "'
<br /> SW -TOP OF SIDEWALK 6 FOR REQUIRED FOOTING DEPTHS) ce RIM=so9.33 _ 0 o m m o
<br /> CONSTRUCT 30'TYPE 1 DRIVEWAY PER CITY OF EVERETT ° Zi Zi i
<br /> TC -TOP OF CURB/SIDEWALK O STANDARD PLAN 315,PROVIDED ON SHEET C21. - 6 C; N N Q O
<br /> \ / f IE 8"CONC(W)=606.25 -- C5 O
<br /> TA -TOP OF ASPHALT ADJACENT TO CURB/SIDEWALK NOTE: - n w w
<br /> IE 8"CONC(E)=606A Z J
<br /> CONSTRUCT TYPE E-1 MONOLITHIC PUBLIC SIDEWALK PER CITY OF CONTRACTOR SHALL STEP FOOTINGS TO PROVIDE MINIMUM COVER IE 6"coNc(s)=6o6.0 _--610-- STORM DRAIN & D.m D. _
<br /> Know what'sbelOW \b SO EVERETT STANDARD PLAN 312, PROVIDED ON SHEET C21. REQUIREMENTS AS STATED PER DETAILS IN WALL PERMIT XXXXXXX r- \ TREE VAULT / W c i W W W Q
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<br /> Call before you dig. \ \ _ 8 MILL/FILL EXISTING ASPHALT PAVEMENT AS NEEDED TO ENSURE o 6°a w o 3 Q W
<br /> / LnHrED - "' ,. o 1�--_� O POSITIVE DRAINAGE TO CATCH BASIN. _ _ / y s s
<br /> P>AREA -- J
<br /> EXISTING UTILITY STRUCTURES O CONSTRUCT ASPHALT THICKENED EDGE PER DETAIL ON SHEET C20. LT T - - -IS 8"PVC m m m m m a W
<br /> coec PAD ALL EXISTING UTILITY STRUCTURES AND ASSOCIATED LIDS THAT FALL I 'I _ r / IE 12"CPEP as N � - \ 09
<br /> 3 3 3 3 w
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<br /> r w/a 1Ac WITHIN THE AREA OF WORK SHALL BE ADJUSTED TO FINISHED GRADE ' =600.7 i 6g02=- \\ as o � T.
<br /> I POLES ELEVATIONS.CONTRACTOR SHALL CONFIRM THE FEASIBILITY OF ADJUSTING / \ I I DETENTION �'s/ c6 RIM=sm.os " m
<br /> c6 TYPE II RIM=su as EXISTING UHLffY STRUCTURE LIDS TO FINISHED GRADE PRIOR TO - LOT B / SDMH RIM=soz76 POND 1 ` o IS 12"CPEP(SE)=603.8s w rn
<br /> IE 12"CPEP 5 E=608 4 / IE 12"CPEP W-600.85 s(/)- �d CONSTRUCTION AND NOTIFY ENGINEER OF ANY DISCREPANCIES. r (00392200000700) PLAT OF BEVERLY / � �
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<br /> 7 £ 6 N o (845,379 SQ.FT./19.41 ACRES) IE 12"GMR(N)=596.85
<br /> I% FUTURE OFF�STE 1 ERRY TRACTS / TOP 18"cMP(CONTROL)=so4.ss f N N
<br /> 1) IMPR�(VEME#TS UNDER�� II GRASS
<br /> CB TYPE 11 RIM=615.39 \ �-SEPARATE PERMIT III / PROPOSED SWALE VISION NO. 2 7 ISp = -604- 12 EP 9 3=a a
<br /> IF 12'CPEP(SE/N)=6086 / t ME -� I VOL. 70,PG. 20 Bp* d \ \ /=601�3CP
<br /> 616� t � // t S' _ _.�
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<br /> 9 _ -'� __________ 0.9% ____ ___ ____ 613 tff-_ `-'0 - l 3 - --_ 0� :60g �5.9%.��8.2•/ 3
<br /> -.5� _ RI - _l�60 609- -__1.09 - - 1 o32i
<br /> 1 .11 TW_ 1< -- _ ________057.__- _ _ _.057 _ ____ FL -059-_ QS> 0
<br /> 8 615.30 TW 121 r_614-5 -�'�L ________ _612=s____ -7.1°°.__ /§�1. 61E 610-05�- - -- _ _ `m 1 - o 3.T 598.00 BW ._609.19 7W- ___ 14. _____ __2.0%611-= 1.8�9.c=--=�L - __ _ -
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<br /> __3:1 MAX- 11. _ _ _-_ _
<br /> SSMH RIM=615.36 _ 611.63 BW '' ----- 8 _ 608.30 TW' --609.17 TW- _ ____ _ -Ss]---- _ / -_ o_____ _
<br /> 615.38 TW o ___ _ -- 597.37 BW _____ 597.37 BW 109 - 597.37 BW 11 8' _____ _____�-3:1 MAX --
<br /> s E w-6057 3,U' /.B __ 610.______ __ _609.37 TV
<br /> C L CHAN 8"GONG = Om _ __ _ _ _ :597.37 BW 12.0' 12.6__� =�3:1
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<br /> / 612.37�N //./// 615.25 TW _____ _______ ____ g,g• - �� p`'3" i
<br /> .. _609.11 7W ____NEw L 7 uNE 3:1 MAX _ __ _ ___ -vA' `�6p5:v. �6 na'i��/J
<br /> 13.3 11.9' - -- b09.01 TW 609.62 TW / 597.37 BW
<br /> ,1.6 _ 12.3' ______�� � r��-595_______ 608.64 TW 11.3' - 3.� �p< �Fn4����J
<br /> / _ _ _ _ -'S97.37 BW 595______�___ ___ ___ _ -- v _
<br /> r 593.00597.37 BW _-- 597.37 BW _ 597.37 gW.105.3:1 MAX -- --- _ -598.51 1W 600-< ;602�
<br /> b /i''//i3:1 MAX /l/ / j / <o n Z 592.40 RIM I --592.40 RIM-_____ - 594 595_.597.38 BW_1.1' _ cc v v�- i,59
<br /> i ! .4 RIM --------- 3:1 MAX
<br /> \ I ryy���//4'/.i/ter/,/ i/-592.04 RIM ) i rn` 1 Oqi' �"' vi `ram 1 8q m 1 ;;: .4 RI --_ 2.4 - 1 / Ii�t _�i i °M LLI
<br /> 12.74 TW' ,/1GA//T,r ii ' \<27�%1 ohuS�93- �__ T% u' v�i �n 593.20 °/ 1 S9 r I I / / -594 0 5 9, i l l r I 0 3 ' 1 \ \° 3 ( �60681 BW
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<br /> �593.4fJ / 420 1:
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<br /> REPLACE THE EXISTING DRIVEWAY uj
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<br /> ENTRANCE WITH FULL HEIGHT CURB j i i 1 j I• i I 1 \ 593 -;-l \ - _s n- -60 -- - - / 0 W Q
<br /> AND GUTTER WITH SIDEWALK PER 1 I I i Iigl l --- I - \ W
<br /> CITY OF EVERETT STANDARD PLAN 3 I �. //'\ \ --_---"608- - \ \ --_./606/ - -_ 2 "'T / /5g0/ a Z m
<br /> 312. SEE DETAIL ON C21. hill 1 \ 1 i I I H / - -- ----60 4 3 \� -- ok F --- _ 593 / ^
<br /> \ I 1 I I I I I 1 ,L6� 1 I -. C6 \ i - ---60 - \ -----�60,y� �� - - -- / U Lo
<br /> 607.49TW I I I I -t �i- i-- �i / __ - C6 �i 5g4-- _ I - 11-- -. ---588 > Z
<br /> ^. 0.T 606.77 BW illli 101 I -I- \- ---- / '�� --- /�-602-- �\ ----/60 --- _-592- I�-- ~ Q
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<br /> _608_---_-� / - - 600 ------- _598------ - - -592-- i Ij / 0 8d 8s < = c "
<br /> CB TYPE 11 RIM=609.14 // I1111 IS 609-I--- -- 6 596-- / 15'PUBLIC WATER II w o L V
<br /> IS 8'CONC(S)=606.0t I///i IIIrI,JI y6, 1 I I - - 06�.---__-/ / / / --- / EASEMENT,TYP. I .2d, 1 � u�i,�� poNER[TE ,g06 Q = Q
<br /> IE 12'PEP W-6o1.45 �7�/ <\ ) 604- - - _ 4\- --J/ / / / \\ �/ / / /l� I11 / CIO W
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<br /> INSTALL LIGHT PER ARCHITECTURAL t 601�, _ •f/ _ _- so - - /
<br /> - ___ 02�___ i / __596-J // / / - I'rl i3 •`X / /y0t O
<br /> }� ,, --- 9 NEW BUILDING 6,590S 3 y l E 15"CONC(E)=601.35 I e / i / 1 �-
<br /> DRAWINGS,TYP. \ 1.0'
<br /> ss3.40 soo - - /5 s AREA=166,590 SF - // / / moo/ 1 III i\, z =/ e5 se Bow // ga N V
<br /> FF=594.00' f ___i
<br /> 9 - / 1 1\\\ i/ 00
<br /> CB RIM=609.20 .411111I I 1 ; iL�IT I� 't i -i / ' _.594-- / ---/ ��� 5
<br /> IF 8"CONC(N)=606.15 w , 1 0 _ f _��. i - I r
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<br /> I I 1 I I I I .,i 1 I I 4 I , 09 /�__-� y„ --I _592' / i ---// h� 1 lull i
<br /> 59.40 / 594-- _ i / ----� / I� IIY'I II / LOT A /
<br /> LOT c / ;;i oo3szz00000loo)
<br /> CITY OF EVERETT BLA --590- /- J 58 t II 11 �/ (128,878 SQ.FT. 7.82 ACRES)_
<br /> I 1 1 I I 1 1 \ _ 93.40 1-Lr I /
<br /> I_L �- FILE NO. REV121-081 _i -�_ 11
<br /> 3 L-T \ �' / / 592-
<br /> APPROXIMATE LOCATION RECORDIGN N0. 202112105001
<br /> a only I I 1 I I 1 I I I 3,� 1 1 I 00392200000800
<br /> EX SSMH E O I I I I 1 I II 1 To'EASEMENT / r ( ) ^-- -------
<br /> RIM 608 02 E of II , I I I S I I j 1 --- �' 1 PUD N0.1 OF SNOHOMISH // / / (526,294 S0.FT./1208 ACRES) -
<br /> C/L CHAN 8•CONC NII I I 1 SS 6�e I i I - 1 REC. N0.8903160152 g6 / / 586 �i ITI 5 1 I.✓ I i 586.17 TW 13.3' /� PD q 42768 �e
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<br /> - fll ii.l -572.✓jBW -// �'rS0 ���
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<br /> �590 ��i
<br /> ^°. f I / / g60/ / // / / / 9 / I rl I 1 I / '
<br /> ° �I 1 � 1 � � I I ., t 'ram ___.r.^r _e_.- -_/ � / i� _-� / � ki / // �// 2 24 23
<br /> SDMH RIM=604.22 \ J(r I j l l I I I I _ 1 I I , o- /`.-: i •rr ._'`-.r. r..-_ -- /
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<br /> IS B CONCISE)=601 6 \ 4n 6 I I 1 I ., I I I 1 �•{\ /',�`':.. °' f-I ✓ ,'/ ': .:/ /1..,;�` ./\: A, � rq „`. /� � �...,� ��' __ ___ _ - 11111 / /
<br /> oC° ;' 1 .. ..:i e .;� h �IIII / / c g c a
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<br /> IE 15"GONG W=596.95 x �((''�'y1 1 I I I I I I �• '.:. .' .. _,. ./ }, / // I I I 567.89 BW 18.2' m z
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<br /> IE 12"CONC(N)=596.85 :. I I I ! � ), 1 -:. ... .. .. °.. • •� � � / oP//I i
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<br /> 12 CMP(CONTROL)=602.85 - ,. I IN II 1 I \I I I I I I I 91.70 1 ''1 I .... .. .. ...... � '..' :.. •.r....:: � '•% 6�.. ', � / / I //
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<br /> CB RIM=603.66 7�
<br /> ti 1�1� i II • '.. g g
<br /> IS 8"CONC(N)=601.45 i oro � \..ITj l I I I� �-I i'f' ..591 .. / ;. 1 / ,A�1 I j 3:1 MAX tT
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<br /> I 11 1 1 I y 589.28 RI ` Y
<br /> .'58920:,, 7� ` _ _1 -/ /
<br /> D / -� 51
<br /> _ I�- z-- II j111I 11 / % '� 2
<br /> CB TYPE II °k Sb-�- :/ R 1' 5l-T '�`T 590• < - - 1 I fl r j I I / / i, a
<br /> SOLID LID .1 ______ __- _ r
<br /> ( ) \ 6 � o I 1 1 \ �i�� r-- ___,1 RIDGELINE.NP. ' ...�. ..,e. ,...RIM � � Sg/ I Iq 1 11 I I i
<br /> RIM=603.94 : •" 117�1111
<br /> IE 18' (SR
<br /> S N-597.95 - I ( 1 2.07 I I I / .7 �� "9 ,'-- ____\ < 89. �.I�I I I I I, I
<br /> ( )- 589.01 RI 88.86 RI \i _ 20 I 0 RI c� tj p
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<br /> I ms 587 SO RIM 587.60 . / l�,i 578.60 TW / / L ;
<br /> OUSE
<br /> w zs� i i i I 1 i \ \ / r 2�_y _ w� \ _ \ gI i I \ // / r
<br /> \ cam \ \ I I \< /�' ___- =588- , '/ i 1 18.8' o/ / = 7 L DE
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<br /> 559.79 BW
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<br /> < 556.43 BW /
<br /> I I 3:1 MAX / /m /
<br /> LA s
<br /> 587r� 7. / / /i�ii 19.8 °� m
<br /> / / 1 �5874 RIM 586 DID RIM
<br /> I�.1'9e11 / 90�.�' / W 7 N
<br /> t 7 a°j / / / 1 ___-_ - _
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<br /> 588.55 1 < �� N
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<br /> ro (((t _�_ _ ___ __ - -:�Sa 552 N O
<br /> \ ` 588.2 I 68.81 � � /
<br /> 1} I F 585C- ����i / / / 550 \N I I "CMP � C Q O N
<br /> 587.22 TWW�- _ � ' //
<br /> + _ _ N 10
<br /> t.8' 585.41 BW_T - `588.18 TW-__- �.-- - N
<br /> - --=T�____ _ - 579.62 BW.=-_3:1 MAX_ 11.0 S74.10 BW?;% ._ 14.1' 564.88 BW=__ g®4 DETENTION O N
<br /> -(8.5' S6597 TW- 579.00 TW-' ''��+ ' / N t a`Lq1 0
<br /> SE CORNER LOT 16 h p/-- rRE$AR�1!/21CP 1'WIDE CUT-THROUGH 1'WIDE CUT-THROUGH <� / _ _ r' �__,n __�_ „� -- m' --- -`�'-n T r Cn m °o �n-<'n �'� 9 \ POND \ ha' U) 'N N
<br /> 30' _ WHP LS 3�& -< _ ��- \ 7.{ RIMi\ /��a' ,s` - u�i- -v�i--,nE ,n u>�SS2 _ �-- o,�'�PI Z� -6-Z ^- 1 \ �v. NF C
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<br /> 5 a 3 s s z s - - _ - - _ z ate_ nay ® -sso
<br /> W/LEAD W/PUNCH {. '" /� ; .96. g$ g 9 Sg 1.1% �S S S S \_ _ "-- , /
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<br /> "scoff /� \ _ 11 3 9 \ 52 6 _ _� _ -5
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<br /> 96.73 �. � ` .6 ` \ m <\ _ -- `1012 1' I '- --=- -- = ''� _ •/ i / / J�
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<br /> 3 - 7 t594.19f ME wm _ �\"
<br /> L �D t W 3m U------
<br /> BURIED AREA IE544,.4 MP N
<br /> C T,+ �- D- •••...LLL m m END 5/8'REBAR W/CAP UNABLE TO LOCATE
<br /> / CB RIM=`5`9-r6.o2 �C - CSM CHAN 86P 86 ( )
<br /> \ /596 \ IE 12"CPEP(N)=592.8 - _};�": �- _ - C6 W N 551.3
<br /> \ m EB 12ICPEP(S)9576.9 /)= VC COULD NOT LOCATE c
<br /> o D (POSSIBLE MIOSSINGLVERT
<br /> _ �?^_ STRUCTURE WAS BURIED LOT 3
<br /> 594=®l -°'==594" =592 ' "' 0' ✓` IE 12"CPEP(N/SE)=576.7 15'UTILITY 2'+/-,ROOTS IN ME) i
<br /> �I--- - - =__--- 5=-_==- 5 CB RIM=586.47 STRUCTURES BURIED) \
<br /> m 35'INGRz 5,-fJIPE59, --- 09 EASEMENT PER PARCEL N o
<br /> n x� INGRESS,EGRESS& &UTILITY m CB RIM=589.09 IE 12"CPEP(E)=583.15 LOT 2 AFN: 9311055001 2804120030500 CORNERSTONE 75TH ST
<br /> z- UTILITIES EASEMENT IE 12"CPEP(S)=585.85 PARCEL I SHORT PLAT ` City Of EV@FE'tt PE!Fllllt RBVIffVI� E j
<br /> 'o� REC.NO.9311050332 EASEMENT PER IF 12"CPEP(N)=585.65 28041200305100 __ __ p
<br /> AFN: 9311055001 qFN� 9l nanasnns EVERETT .Status:Revis IOFIs Approved --- z N N ° �
<br /> 05/18/2023 3:05:46 PM
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