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GRAPHIC SCALE EVERETT CHASE BANK ` City of Everett Permit Review
<br /> Ev_ERE7T Status:Reviewed for Permit
<br /> 0 10 20 A PORTION OF THE SE 1/4 OF THE SE 1/4 OF SECTION 30, TOWNSHIP 28 NORTH, RANGE 5 EAST, W.M. 09/13/2023 2:35:15 PM w
<br /> 1INCH=10 FEET(22"04") CITY OF EVERETT, SNOHOMISH COUNTY, WASHINGTON
<br /> 1 INCH=20 FEET(11"X17") GRADING PLAN
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<br /> I 455.19t BC ME
<br /> 455.31f BC ME
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<br /> \ 954.74t BC ME ¢U1 I GEOTECHNICAL ENGINEER OC
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<br /> I \A\V.455.16 BC 455.56 TC \\ 455.01 BC
<br /> 455.23t BC ME 0.49h 454.96t BC ME \ 454.84 BCA\V v Av�A\\ ,{)•,¢,.;�:;,� I Z W c
<br /> 0 58% 0.73% 1.00% 1.00% 1.00°/a A A 455.11 BC
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<br /> 456.11t BC EG , 1 455.69 BC-TC Z.. Q
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<br /> 455.73 TC A �\ ,Cf 455.26 BC I 455.39t ME LLJ o
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<br /> 455.37t BC=TC �455.82 OS, 455.27 BC %o M - 1.76% - 5.00% 1.88% r a a
<br /> 41-.11t BC EG "I' 455.82 TC c 6 1 L H a
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<br /> \ 1 42%, 455.11t BC=TC J0.59% 454.87f ME 1.79 1 P
<br /> I I 455.41t BC=TC OS\ BUILDING SITE SHALL BE jo 1 455.19t ME ,10.0' (\ 455.53t ME
<br /> COMPACTED AND CERTIFIED PER a o;llf>°i I 455.22 BC e I ` M,
<br /> a 455.76 BC=TC
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<br /> FINISH FLOOR=456.00± 455.86 TC 455.07t ME I 454.98f ME
<br /> I I of I 1.69% \\ i l i
<br /> 1 4_11 S 6-BC ME/ VA\V 455.33t ME ,• •'1
<br /> O CONCRETE ADA PARKING STALL TO BE V� \ o
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<br /> \ 11455.SSt BC ME/ 45 93 \� \\\\ -
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<br /> II 11 1.94% 455.60 T - _ _ 455.37 BC
<br /> L,I CONCRETE PAD TO BE CONSTRUCTED 455.87 TC 455.37 BC
<br /> 455.60t BC ME UNDER SEPARATE PERMIT oAV�` I / { '
<br /> 455.36f BC ME� ,� .';'.'I,'�':'; D �
<br /> 455.49- 455.48 455.48 _ -
<br /> 456.17f BC EG II 1 I"1 455.64t BC ME
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<br /> vA� 455.55 BC \ \_ .'I•'•' 'a.','. TC TOP OF CURB w
<br /> A o� 455.57t BC ME .', �D [JO BC BOTTOM OF CURB Z In
<br /> 456.086C 1.11% - - - - - - ' 0.52% a .�. ,'L'.�. .'.'. .1 \-(�.- TW TOP OF WALL Q = �n
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<br /> 455.64 BC 1.01/ B - - - _ _ I p] BW BOTTOM OF WALL U Y
<br /> 456.06f EG" 455.91 C - 455.43 BC CL CENTERLINE
<br /> I 455.61t EG 455 48 BC \ 1
<br /> - \� 455.86t EG / 455.55f EG 455.43t ME -
<br /> I 455.47t EG I d ? D *ALL CURB HEIGHTS ARE 0.5 UNLESS OTHERWISE SPECIFIED. z W Q C (r
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<br /> *SPOT ELEVATIONS WITH BC ELEVATION ONLY HAVE BEEN PROVIDED UJ I ��xC Q FOR CLARITY PURPOSES. Z F Q
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<br /> s iL / I \ VERIFICATION NOTELii
<br /> ALL EXISTINGIEDA UTILITIES IN THE DEPTH
<br /> AND IONLOCATION
<br /> AREA SHALL BE F Q
<br /> .--_ IDENTIFIED AND VERIFIED FOR DEPTH AND LOCATION PRIOR TO ANY ~ U
<br /> CONSTRUCTION ACTIVITIES SO TO IDENTIFY ANY POTENTIAL CONFLICTS W Z ~
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<br /> WITH PROPOSED CONSTRUCTION.CONTACT PROJECT ENGINEER = 0
<br /> IMMEDIATELY IF ANY CONFLICTS ARE IDENTIFIED. U7 U
<br /> GRIND AND OVERLAY NOTE BUILDING/SITE COMPACTION NOTE DESIGNER: K.MAUREN
<br /> PAVEMENT GRIND AND OVERLAY DEPTH MAY VARY. BUILDING PAD T BE PACTED TO 95°/a MOD PRIOR TO ANY CONSTRUCTION ACTIVITIES,VERIFY EXISTING
<br /> MINIMUM 1"GRIND. METHOD WITH BEARING CAPACITY OF 2500 PSF SUBGRADE LEVEL 36" TOPOGRAPHY IS CONSISTENT WITH WHAT IS SHOWN ON PLANS AND IF ENGINEER: B.ALLEN
<br /> BELOW THE FINISH FLOOR ELEVATION. PARKING LOT SUBGRADE TO BE THERE ARE ANY POTENTIAL CONFLICTS WITH PROPOSED CONSTRUCTION DRAWN: L.BESLER
<br /> COMPACTED TO 90%MODIFIED PROCTOR METHOD TO SUPPORT HEAVY ACTIVITIES. CONTACT PROJECT ENGINEER IMMEDIATELY IF ANY S30 T28 N R 05E WM
<br /> DUTY VEHICLES WITH GVW OVER 33,000 CBS.COMPACTION LOG CONFLICTS ARE IDENTIFIED. DATE: 2023.09.06
<br /> REPORTS AND CERTIFICATION BY A QUALIFIED GEOTECHNICLA
<br /> CONCRETE NOTE ENGINEERING COMPANY IS REQUIRED. REVISED:
<br /> ALL CONCRETE PAVEMENTS BE CONSTRUCTED BY PROJECT: 22-281
<br /> TENANT.
<br /> CALL 811 AT LEAST 48 DWG NAME: 22-281-C
<br /> SHEET REV.
<br /> HOURS BEFORE YOU DIG C5 0
<br /> 5 OF 10
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