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<br /> SW 1/4, NW 1/4, SEC.20, T.28N., R.05E., W.M.
<br /> CITY OF EVERETT, SNOHOMISH COUNTY, WA
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<br /> (41 II
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<br /> II I `� I ASSUMED LOCATION r t� {� rJ
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<br /> / ii I / FOR NEW POWER BLDG #1051 i % I r`' `','
<br /> � : / II � j � w`rt VAULT. \t�G � _ / / TOP 474.75 FF=475.23 � / _ �I"'
<br /> � ` ;/
<br /> 1 \ LO 2.0 WALL 2.0 MALL / 2.5 WALL ,� t '
<br /> I TOP=475.00 TOP=476.00 TOP-476 75 1
<br /> ` c� II u 4PR� // TOE=473.25' T"."_ 73.00' TOE=474.00' / TOE=4A4 fir.. `
<br /> �, i/2 N1/2 / I II it I /, L�f ���/� �/ //////L11�//i/ /�/, // L/�/1�//1/
<br /> �, / I --1 r �- 7 12"C 475
<br /> j(y 4 / �) �; - ¢j W I� ,., „
<br /> --i a I I rife \/ S--__ 9'3© � -,'1.,?-'''C F FOUND REBAR AND CAP,
<br /> / � " it � 8' r� _ 476- -
<br /> _ � It it � �� � 41r 28a. .- ... ` �f�•" � s'•• � _ _ �1LLEGtBLE
<br /> u If ,t•�i' g�S T �� �� ► \l j/ T 2 0� (05/2015)
<br /> ° #� L!'LiT y� WALL ,\ T 16"PO /i' TOP=476.00' SCALE: 1' = 20'
<br /> TO 'I`' ° / / I - I ;' �T 2 ."NI� � J \� � � � ,.•:r •�� TOE=474.00' � � rI100/1111[6
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<br /> a / / ( "� II / a q V q' i I / � T 2.5 WALL 0 20 40
<br /> 4 / ( it : °\ a \ \ �/ ,;;., ' till
<br /> TOP=477.50'
<br /> d I II \ \ T I ;; TOE=475.00' ' BENCHMARK
<br /> 11
<br /> n \ \ 1b>>I x 2.75' WALL
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<br /> \ ,..d. 1 il - 32'F gTOP=477.50
<br /> Q ma x. . I I ' 41
<br /> ! 14 q, VERTICAL DATUM:
<br /> \ I NAVDBB
<br /> fc� ( I4 I // ® I .t\• SET MAC NAIL ON WEST SIDE OF 19TH AVE SE IN SIDEWALK
<br /> ® �v '; I, I \4 \
<br /> \ ..-- EXPANSION JOINT 0.50' WEST OF EAST EDGE OF CURB
<br /> 0 �Q ® .1 3 II I I / 24"F PROPOSED KEYSTONE WALL, RAPID STATIC GPS COLLECTION UTILIZING THE LEICA TCRP
<br /> / ,4. I ` T `� 30"F HEIGHT AS SHOWN 1205 TOTAL STATION WITH POST PROCESSING BY OPUS.GOV.
<br /> / /
<br /> / / \ / FO TPRINT OF / _,z;% '`' \ +TP-2 /4 3.0' WALL
<br /> i 1 II / J � I / \ TOP=478.00
<br /> y o 1 I ( PROPOSED BUILDING / .t'� .. ,t i TOE-475.00'
<br /> I I II 1h ;:x cn ` 4 I ) / �
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<br /> / 1 . Y ` I i ' 14"F , , 3 ..,� LEGEND
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<br /> S1/2, Si/2, N1/2 / I T
<br /> I ;; I k I 'ad °'\ 1",11" 11 P �' \9211 ^ 36'F • FOUND REBAR/CAP AS NOTED
<br /> OF SW 1/4 0 L 11 O. ;� •: i \ I r
<br /> NW 1/4 -, II 11
<br /> ) `' T a- :fi." CENTERLINE
<br /> /� 3.0 WALL
<br /> 1 / I ` ' 1 1 �y�,,_ TOP=477.50� El EX. STORM DRAIN CATCH BASIN (CB)
<br /> �� I II i \ \ \ AS - - TOE=474.50° / I o' \ 4 C) EX SANITARY SEWER MANHOLE (SSMH)
<br /> / II / �' u \ ` ' , / \ �!,,. 24 F f , , _ - 3.0' WALL I I I EX. WATER METER
<br /> II .tx1• / 1 ''. I I - N TOP=477.00'
<br /> Q ( \ I K s ) ` o TOE=474.00'to N EX WATER VALVE
<br /> / \ II 'j I � ' ¢fi f ;" y,'� EX. FIRE HYDRANT
<br /> / cn 4
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<br /> / ll / �, 1 I `� // =‘,,.,.,--1. ` / ,. �, \ \ T a EX GAS VALVE
<br /> III3 EX. POWER POLE
<br /> /
<br /> c� I it _ , \ 2.5 BUMPER - .•
<br /> EX SSMH OVERHANG C EX UTILITY POLE ANCHOR
<br /> RIM=470.39' -\ / I I ti u / .
<br /> IE IN(N)=449.91' / I o / I 41 -i -\ - / '� , , EX. CONIFEROUS TREE
<br /> �� f,A. OA .Y' u 0 2.0 WALL � �7
<br /> IE OUT S =449.67 r
<br /> tE NNE =450.03' / ,
<br /> O �" ,� / � a ° ��r �� 11 TOE=474.00 C)
<br /> EX. DECIDUOUS TREE
<br /> lE IN W 449.96' /r✓i► ' TT'=' '
<br /> ( )- Z. oilexp /f¢ 1.0' WALL
<br /> �. I1" rft'''.
<br /> n: )1 _ TOP=475.50'
<br /> rf S p I f '�r 11tt I d fr. ! _;IV-.4111/ i., --.-6, %' �� \ \ TOE=474.50' EX. FREE TO BE REMOVED
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<br /> - SS '.S SS / If If 1. SS _.f r 1* 1 ', i' \ \ \\ TP-3 \ �`--,_A - EX, SHEET FLOW DIRECTION
<br /> ;IrEX GB �/ II I 41 ° IS �;'1'`' `Y N •\ • \ 1 /7TT�
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<br /> IE 8" RCP E -465.26' ° 1 II i� Pp -- "' EX. BUILDINGS
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<br /> I( I / i T T \ I \ EX. CONCRETE
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<br /> 1 1 J',, _ \ \ T TRASH ENCLOSURE
<br /> EX CB I / \ X X X FENCE AS NOTED
<br /> R1M=469.50' it ' I ` f, \� � , I 4' PLANS.
<br /> ARCH ( )
<br /> IE 8" RCP(W)=464.25' .� % cl it " a `, �' .'j _
<br /> m/ I . , :::',.;, (WDF) WOOD FENCE
<br /> IE IN ((S)=46,05 \_ - ,I S; .\ SF T SF T4 -., T \ T (CLF) CHAIN LINK FENCE
<br /> 1E OUT (S)=460.95 ii n I .F• Y', ti it I]� !� _; " _; - ..-.. __ .\ _ . SF2
<br /> 0.19, � a SF
<br /> f ( ) WIRE FENCE
<br /> i to \ a /rR* �r tr N88'32'04 - - - - MAJOR EXISTING CONTOUR
<br /> / TEMPORARY4
<br /> iiiGPS BENCHMARK u I b CONSTRUCTION f, - - - -
<br /> •.` 6' WDF MINOR EXISTING CONTOUR
<br /> pf ELEV 469.50 NAVE) 88/91� I I e� `d ENTRANCE -NEW PSG - - - EASEMENT / BUFFER LINE
<br /> ■ \t.° / �) I I � , AREA FOa t,NT
<br /> / I I I ✓ FOUND 4" DIAMETER CONCRETE Z SS 6-- EXISTING SANITARY SEWER LINE
<br /> I I ., ° (� = ,,,,,.. MONUMENT I SD -� EXISTING STORM DRAIN LINE
<br /> I ,', MONUMENT Wj LEAD AND TACK
<br /> I I 1 -� SOIL TEST LOGS: w EXISTING WATER LINE
<br /> ' / \d . G EXISTING GAS LINE
<br /> 1 / ; I. SOIL AMENDMENT NOTES: ;,,-:TEST PIT 1 (TP-1)
<br /> r" I.I. EXISTING TOP SOILS SHALL EITHER BE STOCKPILED ON-SITE OR NEW TOP SOILS SHALL .04',, 1.0' DARK BROWN TOPSOIL ❑HP EXISTING OVERHEAD POWER LINE
<br /> yr BE IMPORTED TO THE SITE TO BE REAPPLIED TO LANDSCAPE AREAS UPON FINAL SITE 1.0. ! SILTY FINE SAND W/GRAVEL
<br /> f STABILIZATION. 3.0'=6I'' x SILTY FINE SAND W/MOTTLING EXISTING PROPERTY LINE
<br /> sy,£ (NO GRO TER OBSERVED) RIGHT OF WAY
<br /> 2. LANDSCAPE AREAS SHALL CONTAIN A MINIMUM 8" DEPTH OF TOP SOIL IN ALL AREA.
<br /> sr - -
<br /> i`. 3. IMPORTED TOP SOILS SHALL CONTAIN A MINIMUM ORGANIC CONTENT OF 8% (10%-13% TEST PIT 2 TP`_ , EXISTING LOT LINES
<br /> PREFERRED FOR LANDSCAPE AREAS) WITH A pH LEVEL BETWEEN 4.5-7.0 (UNLESS 0.0'-0.25' DARK B TOPSOIL
<br /> 0.25'-3.0' SILTY FINE�(Y_..W GRAVEL /// //// // EDGE OF PAVEMENT
<br /> e =' LANDSCAPE ARCHITECT SPECIFIES ACID-TOLERANT PLANTS). /3.0'-5.0' SILTY FINE Skix RAVEL & MOTTLINGI7,1ii
<br /> ' (GROUNDWATER C 3.0') s *TP-# SOIL TEST PIT
<br /> 4. COMPOST SHALL NOT BE USED FOR SOIL AMENDMENTS DUE TO PHOSPHOROUS SENSITIVE LAKE AREA DOWNSTREAM OF SITE.
<br /> TEST PIT 3 (TP-3) s`�"
<br /> 0.0'-0.5' DARK BROWN TOPSOIL
<br /> . SOIL AM�'NDMENT LEGEND 0.5'-3.5' SILTY FINE SAND W/GRAVEL T.E..S,C.LEGEND
<br /> T AMENDED TOP SOILS 3.5'-6.5' SILTY FINE SAND W/MOTTLING
<br /> ,t (GROUNDWATER @ 5.5) CATCH BASIN INSERT
<br /> ' APPROXIMATELY 200 CYDS OF COMPOST HAS BEEN TEST PIT 4 (TP-4) �MU� MULCH
<br /> •/j CALCULATED FOR AMENDMENT OF 8,000 SF. OF 0.0'-0.25' DARK BROWN TOPSOIL-
<br /> • DISTURBED LANDSCAPE AREA. REFER TO APPENDIX OF 0.25'-3.5' SILTY FINE SAND W/GRAVEL ' .. CLEARING LIMITS
<br /> r' STORMWATER DRAINAGE REPORT FOR FULL DETAILS OF 3.5'-5.5' SILTY FINE SAND W/GRAVEL & MOTTLING ",: ti
<br /> ' ` AMENDMENT REQUIREMENTS AND/OR OPTIONS FOR (GROUNDWATER © 3.5') SF SILT FENCE
<br /> �r
<br /> /j
<br /> OTHER AMENDMENT PROCEDURES. }{
<br /> 0.0'-1.0' DARK BROWN TOPSOIL It, ` 7 TEMPORARY CONSTRUCTION ENTRANCE
<br /> TEST PIT 5 (TP-5)
<br /> 1.0'-3.5' SILTY FINE SAND W/GRAVEL
<br /> � ..
<br /> '" 3.5'-6.O' SILTY FINE SAND W/GRAVEL
<br /> )
<br /> � � (GROUNDWATER © 3.5'
<br /> TAX ACCOUNT NO,(S): SITE ADDRESS:
<br /> ;'
<br /> -'"
<br /> 28052000203000 10521 19TH AVE SE
<br /> EVERETT, WA 98208
<br /> f1, 7
<br /> -
<br /> j '," ' VEGETATIVE COVER BEFORE CLEARING& UTILITY CONFLICT NOTE:' GRADING AND SWPPP PLAN FOR: -
<br /> GRADING: CAUTION. was ••, Western
<br /> t! ENTIRE SITE IS POORLY MAINTAINED RESIDENTIAL LANDSCAPING. 1 425
<br /> Gu G QUANTITIES N- Engineers,
<br /> SILVER PLAZA RETAIL OFFICE
<br /> CUT: 2,500 CU.YDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION DIMENSION, AND
<br /> I�EGETATIVECOVERAFTER CLEARING& GRADING: DcPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT, BY '-a i ' t°' _,%' Inc. 35 6- 700 �'`]`J /[� NW 1/4, SEi C.'Z0, T.28N., R.O�Ei., W.M.
<br /> FIG(; 250 CU.YDS. ALL DISTURBED AREAS SURROUNDING SITE WILL BE COMMERCIAL POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR
<br /> TO CONSTRUCTION. THIS SHALL INCLUDE CALLING - }
<br /> (GRADING QUANTITIES ARE ROUGH CALCULATIONS WHICH LANDSCAPING. UTILITY LOCATE � 1�-�00�424-5555 AND ";� �,�3 a
<br /> �-- CITY OF EVERETT, SNOHOMISH OUNTY, W1 THEN POTHOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS ''Ai 46844 DO NOT ACCOUNT FOR SOIL SWELLING c�C SHRINKAGE) SURVEYORS 0 PLANNERS 0 ENGINEERS OWN. BY DATE REV. BY DATE PROJECT MANAGER SCALE
<br /> TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES Qr STEM
<br /> EXCESS CUT MAY BE SPREAD ON SITE. SOILS• AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND SSrONAL LAND USE CONSULTANTS JAJ 05/04/16 02 TAS 01/25/17 J. JARRELL 1" = 20'
<br /> ALDERWOOD URBAN LAND COMPLEX ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL
<br /> CONSULT WESTERN ENGINEERS, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING CIVIL ENGINEERS 0 LAND SURVEYORS DWG. FILENAME CHK. BY F.B. N0. JOB NO. SHT. N0,
<br /> ALL MATERIAL REMOVED FROM SITE SHALL BE HAULED TO A CITY WITH CONSTRUCTION. __ �� I7 *** 9740 EVERGREEN WAY * EVERETT * WA * 98204 *** 1 51 41 5ABASE,DWG JAJ N/A 15-115-A 2 OF 7
<br /> APPROVED SITE. - -
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