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SW 1/4, NW 1/4, SEC.20, T.28N., R.05E., W.M.
<br /> CITY OF EVERETT, SNOHOMISH COUNTY, WA
<br /> PLAN APPROVED
<br /> ,;P 0.�'g/lr� it y Zs-18 F
<br /> PUBLIC SERVICES 2E4.
<br /> •
<br /> DRAINAGE EROSION PUBLIC WORKS
<br /> DEPARTMENT
<br /> WATER
<br /> A PUELIC WORKS PERMIT IS
<br /> /a /
<br /> �{ n „ ? I REQUIRED PRIOR TO STARTING
<br /> II SEWER ANY CONSTRUCTION ON THIS
<br /> / \\ II it// I / {®� n PROJECT. APPROVAL FOR THIS
<br /> i .. I \ 11 ,t I 4 �ellel 1, PROJECT IS CONDITIONAL PER
<br /> n /11 TRAFFI / CURRENT 4�Q DS AND
<br /> / \'++1 / L
<br /> W ® ER *** BEEN ISSUE CONSTRUCTIONHAS
<br /> CITY ENIN
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<br /> I � it �. _ ". -" ' I
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<br /> a / I ii �i / ASSUMED LOCATIONWALL BLDG 10511 /� '�
<br /> / " 1 / VI FOR NEW POWER / /1
<br /> II 1 ;� `� ( VAULT. P�:01.P'
<br /> / TOP474.75� FF=475.23 2.0' WALL 2.0' WALL /' 2.5' WALLill
<br /> �/- TOE=474 5 TOP=475.00' TOP=476.00' TOP=476.75'I
<br /> 1 11 ) '� [G/1 //l//1/1/ T =473.00' T0E=474.00' TOE=474.25' t�S 1/2, Ni/2 / uu / / 1/1/1z7% /// /vzz,OF SW 1/4 sI I' -r: • I • I : :� -Th// //// / � .4 L 1. 18_:P_o �� 1/1/1/1L1/11�NW 1/4 a °' ' .� { V �jsi �, ``. --- - l -
<br /> / -- ,I I ��►� 88 30'W ,� 476- 6, CLF FOUND " ROAR AND CAP,
<br /> L2 , „, n / Ir0114-1V _ irL �� ILLEGIBLE �
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<br /> y ii apro, ,--ira / -\ I! i ���{�. f 05/ 015
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<br /> WALL
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<br /> a�0 2 M 1 16"P:- \ TOP=476.00 SCALE " 20'
<br /> 4 / / ��N �� /�^ ° \j -1 I. / TOE=474.00' �n
<br /> / / 4 ( ;''' II / '� 4\ \ ® { \ ira 2.5' WALL 0 20 40
<br /> ti I U ;; 'N 1 \ \ 4 i ( C TOP=477 50�
<br /> rk1 • 4 • j ii
<br /> �� �� •a .a \ \ TOE=475.00 ., BENCHMARK
<br /> { / r 11 I / 4j .75 WALL
<br /> / ii �r 4 \ I . {\ 8 32" o.TOP=477.50' , ELE"�V 467.5( r
<br /> 4 a ' / I ;� „ f 1 ��� 'g TOE-474.75 ■
<br /> 0 i ,� 11 I4 I ) \ � VERTICAL DATUM:
<br /> u \ NAVD88
<br /> (/' I \ \ �` i SET MAG NAIL ON WEST SIDE OF 19TH AVE SE IN SIDEWALK
<br /> ® I \ EXPANSION JOINT 0.50' WEST OF EAST EDGE OF CURB
<br /> / " Iz d 4 `� I ..h
<br /> I� _ Da ® / I ; /a T ) \\ / ` r , 24'F ak�) PROPOSED KEYSTONE WALL, RAPID STATIC GPS COLLECTION UTILIZING THE LEICA TCRP
<br /> ; ° t 30"F HEIGHT AS SHOWN
<br /> '• u 1 fi / a. ., '/ ) TP-2/ J.► 1205 TOTAL STATION WITH POST PROCESSING BY OPUS.GOV.
<br /> �� \ FO�TPRINT OF / N ' 3.0' WALL
<br /> { II 11 } ( PROPOSED BUILDING \ � , TOP=478.00�
<br /> / II o \ I 1 / // \ �h«.. ►•1}' TOE=475.00
<br /> / I 11 n F/ \ �( { / ! 14"F / NII 11
<br /> 1', • JJ GE1 D
<br /> fi
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<br /> a • / ) con a a I / . 1 ..�p Q."`
<br /> S1/2, S1/2, N1/2 \ • I ,1 j, n" I i-i^':, I t.
<br /> \ � 36"
<br /> • i ii / o 1",11" 11"P / \ 4 FOUND REBAR/CAP AS NOTED
<br /> OF SW 1/4 L ,I a C]ter' \ G!'L#l. Wyk 2'
<br /> I �. \ \ CENTERLINE.
<br /> NW 1/4 �44 . II II �) `�1i \ \ \ �hi - 3.0' WALL
<br /> � f / i 11 ) 4 .: \ N / '
<br /> L N I E� / // \ \ \ \ \ i�« I TOP-477.50 EX. STORM DRAIN CATCH BASIN (C8)
<br /> F� II It
<br /> u u N Ni \ / - ^�?. 'JfI E 474.50' 0 EX SANITARY SEWER MANHOLE (SSMH)
<br /> \ t �1�i : / ° \ r ) Il \` l 24"F ._ ! ` J � �" --:_ 3.0' WALL
<br /> ® EX. WATER Mf:lth'
<br /> ( / J \ o .OP-477.00 11
<br /> \ 41 ( 11 00 a = 74.00' EX WATER VALVE
<br /> d i, / n tn�l // \
<br /> ,';� (� '. 4 / �� ,� Q� o EX. FIRE HYDRANT
<br /> / i, 7
<br /> ,I ,I o I - (� `� EX. GAS VALVE
<br /> I ❑ t1 / • \\ 5' BUMPER --0--. EX. POWER POLE
<br /> • EX SSMH ii 1 ii a I - \ OVERHANG LE ANCHOR
<br /> d / ,
<br /> RIM=470.39' / I o u �� �;��' \
<br /> 1 1, a \�- \� �.
<br /> VER F- - EX. UALITY PO
<br /> fE 1N(N}=449.91 u n _ _., S,� CONIFEROUS T
<br /> IE OUT(S)=449.6T / I u �'����� � �- ,. 2.0' WALL IX. TREE
<br /> IE IN(E)=450.03 S_4� �'► 1111111W TOP 476.00' .
<br /> lE IN W-449.96'. n n 7 ! �,y' g\ _
<br /> E
<br /> ( )- 11 0 Ex. DECIDUOUS TREE
<br /> 7o w -4 \ TO 474 00
<br /> i, �� N ,
<br /> ' II . s1iZZ$t.tZZZ
<br /> 1 �4 ® \\ ` � TOP 47550:\ EX. TREE TD BE REMOVED
<br /> Sp`fl�JS - SS SS 11SS /"_� V,. , _ � _ � � � .(A \ 4*
<br /> -
<br /> It ,.. : �`'��, W �f V� \ \ \TPT3 \ <s'....e- EX. SHEET FLOW DIRECTION
<br /> r X CB • d.. I ' 4 •S�CI 4 I��-���� '`\ \ \ ®\ \ TTTT
<br /> R1M=469.96' a „ ��
<br /> IE 8" RCP(E)=465.26' 4 • I „ n I \ ia •! \\ \ \ \ F EX. BUILDINGS
<br /> n . ��. r ` Liz _6
<br /> �� "ill- . T \. - / 1 I Ell a C 1- 1114.101190.22 \ • '.' EX. CONCRETE
<br /> fl I; �/ \ ark,
<br /> EX CB c, n n ,Y ."" tij TRASH ENCLOSURE
<br /> RIM=469.50'. / { u I 'f� 1 . \ 1 I WALL SEE ARCH
<br /> c�r / I ) PLANS. X X X FENCE (AS NOTED)
<br /> IE 8". RCP(W)=464.25� .per% e II
<br /> a /�{li; \ j.
<br /> �liY�,1 _ - I, /
<br /> I
<br /> IE IN (N)=461.05 / 1
<br /> \ i (WDF) WOOD FENCE
<br /> • 11 \
<br /> IE OUT (S)=460.95 / (: :� 1 ` ' \ SF SF SF .F \ T (CLF) CHAIN LINK FENCE.
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<br /> / 11 pHP �rr ,
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<br /> • -0'-. II " / • N88'32 04"W u� �, X �. -_ - MAJOR EXISTING CONTOUR
<br /> (WRF) WIRE FENCE
<br /> if
<br /> a „ tt I TEMPORARY X
<br /> WDF GPS BENCHMARK a 11 CONSTRUCTION _
<br /> vir ELEV 469.50 NAVD 88/91 / �� it
<br /> 4 • ENTRANCE 6' W MINOR EXISTING CONTOUR
<br /> 4 / ,t II �/ NEW PARKING - - - - - EASEMENT/ BUFFER LINE'
<br /> / 11 1 ° / • a AREA FOOTPRINT
<br /> • / �3 „ / FOUND 4" DIAMETER CONCRETE Z SS t> EXISTING SANITARY SEWER LINE
<br /> }. 1, „ / ° MONUMENT W/ LEAD AND TACK
<br /> II „
<br /> \ 4 itu o 6 d (05/2015) Z SD f> IXISTING STORM DRAIN LINE
<br /> / II II II //f .91 SOIL ST LOGS W EXISTING WATER LINE
<br /> �� n u ,a
<br /> SOIL AMENDMENT NOTES: TEST PIT 1 (TP-1) .
<br /> G EXISTING GAS LINE
<br /> 1. EXISTING TOP SOILS SHALL EITHER BE STOCKPILED ON-SITE OR NEW TOP SOILS SHALL 0.0'-1.0' DARK BROWN TOPSOIL OHP EXISTING OVERHEAD POWER LINE
<br /> BE IMPORTED TO THE SITE TO BE REAPPLIED TO LANDSCAPE AREAS UPON FINAL SITE 1.0'-3.0' SILTY FINE SAND W/GRAVEL
<br /> STABILIZATION. 3.0'-6.0' SILTY FINE SAND W/MOTTLING EXISTING PROPERTY LINE
<br /> 2. LANDSCAPE AREAS SHALL CONTAIN A MINIMUM 8 DEPTH OF TOP SOIL IN ALL AREA (NO GROUNDWATER OBSERVED) - - RIGHT OF WAY
<br /> 3. IMPORTED TOP SOILS SHALL CONTAIN A MINIMUM ORGANIC CONTENT OF 8% 00Y-13X TEST PIT 2 (TP-2) - - EXISTING LOT LINES
<br /> PREFERRED FOR LANDSCAPE AREAS) WITH A pH LEVEL BETWEEN 4.5-7.0 (UNLESS 0.0.-0.25' DARK BROWN TOPSOIL
<br /> /
<br /> LANDSCAPE ARCHITECT SPECIFIES ACID-TOLERANT PLANTS). 0.25,'-3.0' SILTY FINE SAND W/GRAVEL // //// /' EDGE OF PAVEMENT
<br /> 3.0'-5.0' SILTY FINE SAND W/GRAVEL & MOTTLING
<br /> 4. COMPOST SHALL NOT BE USED FOR SOIL AMENDMENTS DUE TO PHOSPHOROUS SENSITIVE (GROUNDWATER 0 3.0') TP-/ SOIL !EST PIT
<br /> LAKE AREA DOWNSTREAM OF SITE To
<br /> TEST PIT 3 (TP-3)
<br /> PTA
<br /> FINISH GRADECONTOUR LINE 0.0-0.5' DARK BROWN TOPSOIL A ENDMENTLEGEND 0.5'-3.5' "SILTY FINE SAND W/GRAVEL
<br /> AMENDED TOP SOILS 3.5'-6.5' SILTY FINE SAND W/MOTTLING
<br /> (GROUNDWATER 0 3.5) T.. S.C,LF,GEND
<br /> APPROXIMATELY 200 CYDS OF TOPSOIL HAS BEEN TEST PIT 4 (TP-4)CALCULATED FOR PLACEMENT ACROSS 8,009 SE OF 0 CATCH BASIN INSERT
<br /> DISTURBED LANDSCAPE AREA. THE AMOUNT OF" IMPORTED 0.0-0.25 DARK BROWN TOPSOIL
<br /> 0.25
<br /> TOPSOIL MAY"BE LESS IF NATIVE TOPSOIL IS OF '3.5' SILTY'FINE SAND W/GRAVEL MU MULCH
<br /> ADEQUATE ORGANIC CONTENT:AND DEPTH. REFER TO (GROUNDWATER.5' SILTY FINE SAND W/GRAVEL & MOTTLING
<br /> APPENDIX OF STORMWATER DRAINAGE REPORT FOR FULL . ® 3.5) CLEARING LIMITS
<br /> DETAILS OF AMENDMENT REQUIREMENTS. TEST PIT 5 (TP-5) SF SILT FENCE
<br /> 0.0'-1.0' DARK BROWN TOPSOIL
<br /> 35 SI
<br /> LTY. ' FINE SAND W/GRAVEL TEMPORARY CONSTRUCTION ENTRANCE
<br /> 3.5'-6.0' SILTY FINE SAND W/GRAVEL
<br /> (GROUNDWATER 0 3.5
<br /> TAXACCOUNTNO.(S): SITE ADDRESS:
<br /> 28052000203000 10521 19TH AVE SE
<br /> EVERETT, WA 98208
<br /> o BEFORECLEARING& CONFLICT NOTE: GRADING SW PP�FOR VEGETATIVE DERCLE NG UTI1 'IY�'Q CTN �'. A ' RADIN AND PP
<br /> J.GRADING: A llvc. . CAUTION.• : � $ .y, Western s Itti� , ELVER PLAZA 1� 'TNL c f� '�I�' 'POOR AINTAINE ! IAL SC .s 4ZJ'"�
<br /> ENTIRE SITE fS LY M D RES DENT LAND P � � .l � '�� p,,THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND ,. -kr4 _ j=+I���I�ee�+S� l�,CUT 2,500.CU.YDS. T IP RADIN DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT, BY j k C' _. •o�' "y- 356-�700
<br /> VEGETATIVE ARINGc�GRADING: POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR `�-.d' � � r: 't'°�� � �` ��p���®�S SW 1/4, NW 114, ►�EC.2O� T.28N., R.C�SE., W.M.
<br /> FILL: Z50 CU.YDS ALL DISTURBED AREAS SURROUNDING SITE WILL BE COMMERCIAL
<br /> TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE 0 8-1-�1 AND 4 .:` Y "�'
<br /> (GRADING QUANTITIES ARE ROUGH CALCULATIONS WHICH LANDSCAPING. THEN POTHOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS ' ;. CITY OF EVERETT, SNOHOMISH COUNTY, WA
<br /> DO NOT ACCOUNT FOR SOIL SWELLING & SHRINKAGE) TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS IX15(. LOCATIONS OF SAID UTILITIES 'p �'�G45.844 gl�,� SURVEYORS•PLANNERS•ENGINEERS
<br /> EXCESS CUT MAY BE SPREAD ON SITE. SOILS: AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND 't�#S�,jI STE y� OWN. BY DATE REV. BY DATE PROJECT MANAGER SCALE
<br /> ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL O1vAI, LAND USE CONSULTANTS JAJ 05/04/16 04 JAJ 04/12/18 J. JARRELL 1" -"20'
<br /> ALDERW000 URBAN LAND COMPLEX CONSULT WESTERN ENGINEERS &s SURVEYORS, INC TO RESOLVE: ALL PROBLEMS PRIOR TO •.- ', CIVIL ENGINEERS " ® LAND SURVEYORS
<br /> ALL MATERIAL REMOVED FROM SITE .SHALL BE HAULED TO A -CITY DWG. FILENAME cHK. BY F.B. No. Joe. No. sMT. Na
<br /> APPROVED SITE PROCEEDING WITH CONSTRUCTION. r K- 1 1 * * 9740 EVERGREEN WAY * EVERETT * WA 98204 *** 151415ABASE.DWG JAJ N/A 15-1415-A 2 OF 7
<br /> C►11 Y Of- EVtt•tt1 I
<br /> REVIEWED FOR PERMIT
<br />
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