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RECORD DRAWING MAY 2024
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<br />PROJECT BOUNDARY
<br />EXIST R/W LINE
<br />EXIST. PARCEL LINE
<br />�TTT
<br />PROPOSED LOT LINE
<br />- - - - -
<br />EASEMENT LINE
<br />- - -
<br />BUILDING SETBACK
<br />PROPOSED PAVEMENT
<br />EXIST PAVEMENT
<br />PROPOSED CONTOUR MAJOR
<br />PROPOSED CONTOUR MINOR
<br />- - - - - - -
<br />CONTOUR MAJOR, EXIST
<br />CONTOUR MINOR, EXIST
<br />CLEARING LIMIT
<br />- - OHP - - - OHP - -
<br />EXIST POWERLINE
<br />- - ss - - - ss -
<br />EXIST WATERLINE
<br />- - SD - - - SD -
<br />EXIST WATERLINE
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<br />EXIST WATERLINE
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<br />PROPOSED SPLIT RAIL FENCE
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<br />EXIST FENCE
<br />EXISTING BUILDING
<br />EXIST. WETLAND BUFFER
<br />EXIST. WETLAND
<br />POWER POLE, EXIST
<br />PROPOSED ROCKERY FILL WALL
<br />PROPOSED ROCKERY CUT WALL
<br />PROPOSED LOCK & LOAD WALL
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<br />- I_ OV�� I p ��, I 525.46AB
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<br />522.29 AB 497.91
<br />I---------- `--` _ I TOP 5 / ` TOP
<br />TOP 526.15 A TO
<br />OII376-000-004-OG� TOE32 �Ot 1 % TOE I Prb s,ed Rock 1
<br />\ 1 \ Agl Vantharoth I 2 .16 A TOP 527.46 AB 1 Wall (Cut)
<br />I I I I I Nget Samanthb and / I ` TOE 523.49 A B
<br />942I 3rdA e Tep `� I I
<br />e ) I I I I Everett, WAI 208 )525.57 AB -Z99 PAD=�-@ 1
<br />c, Ln \ \ I I TOPS § I 33 00
<br />/I ti✓___-_---__I ` TOE3� 1 I I Lot 16 Lot 15 Lot 14
<br />_ I O
<br />1 cn U, - - i _ �so 22.7 A N I I PAD=524..0 PAD=�B- PAD=52-2.1- P
<br />Cr-J --� I � `V I I I 522.68 B 521.86 B 521.36 B
<br />- - I Lod' 18 L
<br />1 0/1376 000 003100 I Te p �r25
<br />III r I H�y�Soohea& Chhor�.�ea�g F M21
<br />PADS
<br />I 94233rdA ve SE
<br />ckerellWA 98208
<br />L Pro P
<br />Rpc� Dry
<br />- - /_jr Fill\\I II Lot`19 j I - ---- -- - -- -
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<br />PAD= 9 4- \ i -
<br />�� i 24.58 AB I o
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<br />/ I II Ee ,WA98208 I
<br />I I I \ / i /� �� I I TOEffl?_ Ot jzO I 32 00
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<br />PAD.�T 1 L
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<br />\\ Lot 36 Lot 37 Lot 38
<br />I I 1 01Y376-000-007--00 PAD -
<br />- SDI- Auv c�A arl7t& KaurKu/ I I 5- 2& 73 A PADS PAD 52-2-0-
<br />5033rdAve SE I I I v 522.63 521.89
<br />/ I I I E�erett, WA 98208 j
<br />I Ij I I I Lot 121 I i I
<br />11 I--------� ��� I I I PAD=523.6--
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<br />III I I I I
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<br />I 111 011376-000-008-0 I I I I Lot 2
<br />Son Phi & DocBab
<br />\ \ \ 9SOS3ro'A ve SEI I I - \ PAD--A5B23.4 I I
<br />II 11 1 (Everett, WA 98OG I I I \ 1 1 31 00 1
<br />_ I
<br />/ �-- I I I I Lot 42
<br />I \ I 1 I I I I Bio-Cell Floor
<br />PAD=��
<br />I I it -I Lot 23 \i I 1 1 1 522.84 A B I 5 i 8.56 5152
<br />r I I I I011376-000-009-01II I_ I I TOP 522.717 ABAD=A83.5 I I 1 Tract 998
<br />IoV7�areay & Sophearf�en TOE 522.73 A B I I I I
<br />9S073rdA ve SE f l l
<br />\ I I I ,�-verett, WA 9820G1_ I I I TOP 524.74 AB I I I I I
<br />Lot 43
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<br />r I/ 1 I-- � 11 � I I I � Lot 24 ; I I I 1 1 I I
<br />I � PAD=523.9 I PAD=5i��i-__-_--- f I_ , I I roposed AB C 1 I I 523.11 A 1
<br />/ I I Rp ery Fill Wall
<br />- - - - - - - - - - - - -
<br />I
<br />0/137 0�0--OII00 11 I �`_
<br />/ I \ VanKimhoeu-----------------
<br />9S03rd'A v SE \ I -
<br />Evere�t, IrA 1208 I \ \ Lot 25 I \ 30 o
<br />J/ I\-------�'_ -/ 524 7�9AD=524.4
<br />�/ - = _ �� TOETOPS \ AB
<br />\ ---- -- -- -- - ---
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<br />1
<br />�I Lo� 26
<br />�1
<br />w III 5 .83 ABPAD 524.7
<br />City�f I I ,� TOP 752-5,- AB
<br />2&1nvn o I To Lot 27 Lot 28 Lot 29
<br />X Elveret III PAD= PAD=� PADS PA
<br />PP
<br />/ I I I I l \ 524 523.79 A B 523.45 A B 523.39 A B
<br />/ I I I I III TOP 520.31 AB \
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<br />III TOP 520.54 AB Tract 997 \ I TOP 523.40 AB
<br />1 TOP 520.46 AB TOP 520.85 AB I TOE 522.88 AB ro
<br />TOE 51AB osed Rock
<br />1 - _ 4.99
<br />- - - - I - TOE 518.83 AB Val (Cut)
<br />- - TOE 516.18 AB
<br />- - - - - - \ - - - 524 _ - - - -I L - -- JI
<br />__�T OE 516.97 AB. - - TOP 523.96 AB- -
<br />1 W---Wi-�� �� 5 TOE 523.14AB, ---
<br />TOP
<br />�.-TOES- -TE
<br />L -528.18A yr --
<br />/\� I W___ W___ W___ W___ W___ W___ W__ �W___ W___ W___ W___ W_W___ W_,
<br />s I _ _ - 0 2805j8-003-04I-00
<br />TagetT--0337
<br />I r _ 40SSEEven�#ma//Way
<br />14---------------------------------------------Everett, W 98208
<br />�_________________
<br />AS -BUILT GRADING PLAN
<br />UNDERGROUND UTILITY NOTE
<br />Underground utility locations shown hereon are based
<br />upon surface indicators. No underground location
<br />service was utilized for their location. The use of this
<br />map for their exact location is not warranted. Prior to
<br />construction user should call the utility location service
<br />at 1-800-424-5555 48 hours before construction.
<br />A PORTION OF SECTION 18, TOWNSHIP 28 NORTH, RANGE 05 EAST, W.M.
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<br />`�N I �.��r I r� `� \, -I I�� o Q �� owl I ham I� I I cam �I�� �I�I c�N I I .e.�, I Q, c J�N II L�
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<br />1526.1 ' B I I I I ' �, `�6�1 I ��°�-� I I� c ��� II % \� 524
<br />TOP§
<br />TOE2-2`--26:1_3 I- 5257 L '--�'-
<br />TOPS
<br />521152 ABTOPSz'�
<br />TOE-522 TOE &24 AB U - Pro posecTLock
<br />3890 45' 41 ' \ & Load_/aJ1r-r i
<br />526.14 AB - - -- TOP 525.1 1 AB e e e e e e _ I TOP 10 AB
<br />521.34 AB TOE 524.32 AB
<br />I 70Ez94-524.03AB
<br />522- Lot 10
<br />PAD=r2rr1 = hN -
<br />- I 524.71 A B
<br />1 T/" P 25
<br />Lot 13 Lot 12 00 1 I -
<br />- 11 Lot 1 1 T I T^p "' ^ °^ 280SI003-035-00
<br />Tti�,-�z-��v
<br />PAD-§2-2-5 PAD =7523-.& I I I ,T�EEZE�T Evergr Contra 8� -
<br />520.16 B 521.08 B 521.79 B I i � U kknownAo(ess
<br />i - \S LOt 9 _rverett, WA 9208
<br />-PAD 8 /
<br />TOP 523.62 AB24.95 AB
<br />TOP 524.91 AB
<br />TOE 523.57 AB=TOE 523.83 AB /
<br />_ I TOPS
<br />�b 6
<br />\ I �� TOP 525.09 AB TOES% i
<br />s� 1 515.87
<br />----- I \ Lot8 I /
<br />I I <
<br />PAD-52e--7�7d 523. AB j Propose\_
<br />516
<br />ckeTOP 522.52 AB TnP .593_8A AR _ R�oWally
<br />Q0 010706-000-010-00
<br />N 1--b'ar�essaPet�a,farichez/
<br />1 i Caro/inaPenol/PR
<br />SI3 9Sth CtISE
<br />I EvelellWA 91204
<br />I
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<br />(TOP 523.79 AB---J
<br />516 AB_____
<br />�TOE
<br />� oI0706-00d-0II-00
<br />O/ulTm//; ac &
<br />II Adeb/moe Solowora
<br />o \ 4 S09 9Shf'CtSE
<br />`nZ ! _ _ _ ` _ Everett WA 98201 /
<br />Driveway Table
<br />Lot # CL of Driveway STA CL of Driveway Elev
<br />Lot 1 1 1 +88.50 514.4
<br />Lot 2 12+18.50 514.3
<br />Lot 3 20+45.31 520.8
<br />Lot 4 20+73.93 520.5
<br />Lot 5
<br />21 +23.93
<br />520.4
<br />Lot 6
<br />21 +53.93
<br />520.7
<br />Lot 7
<br />22+03.93
<br />521.9
<br />523.0
<br />Lot 8
<br />22+33.93
<br />Lot 9
<br />22+83.93
<br />524.5
<br />Lot 10
<br />23+13.93
<br />524.9
<br />Lot 11
<br />42+38.73
<br />522.6
<br />Lot 12
<br />42+08.93
<br />522.1
<br />Lot 13
<br />41 +52.00
<br />521.7
<br />Lot 14
<br />Lot 15
<br />41 +22.00
<br />40+72.00
<br />40+41.95
<br />33+07.71
<br />521.8
<br />522.5
<br />Lot 16
<br />Lot 17
<br />523.2
<br />525.8
<br />Lot 18
<br />32+67.71
<br />32+37.71
<br />525.2
<br />Lot 19
<br />524.7
<br />523.9
<br />Lot 20
<br />Lot 21
<br />31 +87.71
<br />31 +57.71
<br />523.4
<br />Lot 22
<br />31 +07.71
<br />523.2
<br />Lot 23
<br />30+77.71
<br />523.3
<br />523.7
<br />Lot 24
<br />30+37.71
<br />Lot 25
<br />29+87.71
<br />524.2
<br />Lot 26
<br />29+56.71
<br />524.5
<br />Lot 27
<br />19+28.87
<br />523.6
<br />Lot 28
<br />18+88.87
<br />18+58.87
<br />18+08.87
<br />17+78.92
<br />523.2
<br />Lot 29
<br />522.9
<br />Lot 30
<br />522.4
<br />Lot 31
<br />522.1
<br />Lot 32
<br />17+28.87
<br />16+98.87
<br />16+45.51
<br />521.6
<br />Lot 33
<br />521.3
<br />Lot 34
<br />520.5
<br />519.4
<br />Lot 35
<br />16+1 1.87
<br />40+43.60
<br />Lot 36
<br />522.8
<br />Lot 37
<br />40+72.00
<br />522.4
<br />521.7
<br />Lot 38
<br />41 +22.00
<br />Lot 39
<br />41 +68.93
<br />521.7
<br />Lot 40
<br />41 +98.93
<br />521.9
<br />Lot 41
<br />42+41.62
<br />522.1
<br />Lot 42
<br />30+77.94
<br />522.7
<br />Lot 43
<br />30+47.00
<br />523.0
<br />519.9
<br />Lot 44
<br />20+77.00
<br />20+47.00
<br />15+87.25
<br />15+80.57
<br />Lot 45
<br />520.2
<br />Lot 46
<br />519.7
<br />Lot 47
<br />519.7
<br />NOTE:
<br />Structural Grade (SG) = Pad Elevation - 0.5
<br />6-inches top soil above Structural Grade.
<br />REC
<br />LAND DISTURBING AREA
<br />Total Site Area
<br />Land Disturbing Activity
<br />Conceptual Area of
<br />Disturbance
<br />295,064 sf (6.77 ac)
<br />270,502 sf (6.21 ac)
<br />AQUIFER RECHARGE/
<br />WELL HEAD PROTECTION
<br />Low, Over 100
<br />SOILS
<br />Alderwood-Urban Land Complex;
<br />Hydrologic Soil Group: B
<br />Compact Fill Area to 95% Modified Proctor
<br />ING
<br />This Record Drawing has been prepared, in part,
<br />based on "As -Built" information provided by
<br />others. Though the as -built information and this
<br />drawing are based on the best available
<br />information, no presumption should be made
<br />regarding the drawing's accuracy.
<br />Jim Knappert
<br />Permit Inspector
<br />RECORD DRAWING
<br />This Record Drawing has been prepared, in part, based on
<br />information gathered during construction and historical
<br />documents. Although the information and this drawing are
<br />based o the best available information, no presumption
<br />regarding the drawing's accuracy.
<br />gned By Date
<br />TYLER FOSTER, P.E.
<br />Print Name and Title
<br />05/16/2024
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<br />REV1122-047
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