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1 2 I 3 I 4 I 5 I 6
<br /> T
<br /> NOTES•
<br /> DYKEMAN
<br /> o I
<br /> - +
<br /> CD
<br /> 1. ALL WORK SHALL CONFORM TO THE 2018 EDITION OF CITY OF ARCHITECTURE © DESIGN
<br /> N EVERETT DESIGN AND CONSTRUCTION STANDARDS AND
<br /> / SPECIFICATIONS.
<br /> 42:572-5973161�(T) 2n�F oor//}Eve�'r~t�WA 8201
<br /> REcovERED 2. GRATES SHALL BE VANED PER COE DWG 411 UNLESS NOTED
<br /> CAP Sr 7/2" REB :� - / �' OTHERWISE. -~ E
<br /> SrRE 0'S ERSTD&.�&,A3,��33wiTy F�33S6�&,�� �`�--- _ � �E �� PEDESTRA LIGHT/ S©UTy ': 3a,10` �� o '�` _ _ _�, Sr / 3. ALL HATCH SURFACES WITHIN CONCRETE WALKWAYS SHALL BE CONSULTANT:
<br /> GNAL oo Q �_ _ _ _ TREATED WITH ANON-SLIP COATING.
<br /> 7 c5`. ck parRIIIIIIIIMAAT�RAL��-57 / �..,,` p sE c sgRKER :::
<br /> 4. SEE ELECTRICAL FOR CONDUIT COUNT, WIRING, VAULTS,
<br /> 0 o, �___ I � • _ Iw coNc HANDHOLES, LIGHTS, AND TRENCH SECTION.
<br /> 06,y 'i�7 ".2 /� a�'• 1 �� . wGOTT R E B0\ 0 ,N� - • 1 - SIGN " - �� YST E 5. ALL CLEANOUT RIMS SHALL BE SET FLUSH WITH FINISHED •
<br /> -
<br /> IP I
<br /> ��',° ' , p°R sPL'Mlr _ R El ' - GRADE PER CITY OF EVERETT STANDARD DETAIL 421. SEESTA. 23+08.56, 22.50 RT , , s, _
<br /> 1
<br /> `� RIM 576.72
<br /> V i . C3.0 FOR GRADING INFORMATION. 16015th Avenue,Suite 1600
<br /> v/6" IE 574.12 `"� eye- r \ • `S�R1 / -.4%. ---s----
<br /> '---914- _ -- .=- z"---4_ LF .i
<br /> 6" � l • • CO - - _ _ _�- = r - Seattle,WA 98101
<br /> 40 LF SD 1.84 , � w - _ 6. TRENCHING PER COE DWG 614, 615, AND 620. ALL TRENCHES 206.622.5822
<br /> � i 8 STA. 23+18.88 73.69 RT _ -AD-110, SrGN " - www.k 822
<br /> ' - 1_111 = - PAR L'BRARY - SHALL INCLUDE DETECTABLE MARKING TAPE. p
<br /> -
<br /> •
<br /> ff.com
<br /> AD-74, y 6" IE 567.45 (SE) .��;'� LANDSCA-E STA. 23+08.80, 116.98' RT - _ K'NG ONLY" �-
<br /> ��/ / STA. 23+06.56, 17.75 LT 0, / ! r - � - - 'BRIM 570.23 �' RFPV_' A ,�/ l/1II ' /2 y� " \ O,/� ,� 4i .. wqr N 7. PUMP STATION CONTROL/ALARM PANEL SHALL BE DESIGN
<br /> S , i 6 IE 567.73 ERi .RIM 577.55 ;,- � ,, �� / ,� �� �-.�, MET,;ti1✓0 TI�IRAIN►_ �� Box BUILD BY CONTRACTOR. PANEL SHALL BE LOCATED IN THE REGISTRATION STAMP:��' , 6� IE 574.87 (NE) � � � ��. 8 � / ► - -,:.., Q- � E-wAY"575
<br /> ' �"'c�_`"'- GRATL 423 7YpE1�� T(TYP LL BE WITH ELECTRICAL�� MAINTENANCE STORAGE UNIT. COOR`\� /`:' o u , s -1 gerg �; 12 , ���� 1 TRgNSF r,' o �► orf IE= E-s74 6g, ` ,
<br /> `� / ,�J� �], �� ' 'B V ' / i0/ ' -- =MLR _ n' off pN� Mt 572.61' �2» THE--i 578 _ It� ��= �� G.ti. , / / yeti ��//�. �� � GR' s � \ 4 R PVc(se MECHANICAL, ARCHITECTURAL, AND OWNER TO LOCATE posz:Gi'
<br /> I� : Csc'.. ) R CS04.
<br /> i 5�' aj ,��0.7/5
<br /> s / FOUNDATION DR' ''`"'' PANEL WITHIN THE ROOM. 4 RAs• GRAS r� r� �' l �� -� POWER P w �' �� 8,i,��X i �,'\o • ` , l l,� ci SIL CLEANOUT YP� I/ �- ?DROP �-�.� ri\>1 ,1 c N / / / /ll _ c i = r-t-��_ STA. 22+85.81, 178.67 RT 2_ , oLE o ��2,.,,% / / / c<� / oy ' 0 j .` I, 6'3 / l OVERyANG NCRETEPOST ���''- +0?� j� 1-4 DROP (NE) =:;��s / / � • o rr, DLiPI- / I _ SOVE " i'/L, ,� RIM 570.23 _ I (NE) Ii
<br /> FF_ „ 4. GRADE 4 PES PV 2_ „ " / r_� 0 ti ' \ ^� I -5�6 ► oI l l / j 61 LF 6 PERF S - - ` 1g •�; -r• 6 IE 567.07 _ _ /'o � � .�'' � 1 �-___ N �, F1'= 24 � $� ,� � �-F'QUN a_'iION �t4N_ _ �: � '-� A.i ' / -•► �, 5 j8.o ® � l Rp 0.62% C2.1 / � / I' izo jr�QO. / • I tI R.. (� / "� G Ass �3. AT 0. °I ' �, 7/ i <r�j` LID=Q63 r1 P op�s, ST �'�l7,00,
<br /> �,� _ _ _ IFS .� �� � 574.97' E 1 SOLD CONSTRUCTION NOTES. NAL
<br /> p c;,■ LIBRARY EP' BION \ r �57 ,2„p •
<br /> i % 37 LF 6" PERF SD 0.50%� ` rE=57187' Llo/V / / ��6 RGE O I - �, / - coMm of, ~_"-° f uO'oa ca ILQ32 / I � ® 1 95' 72»p�C(NE) " •
<br /> A � � i I A+R col,��"DUErs ! 'r --.,/� _ _ �oFF - 5��:60 GRgrE_Ss TYPE pfd► s� \ c(wvr) 1. 4 DOWNSPOUT COLLECTOR. SEE ARCHITECTURAL FOR PROJECT IDENTIFICATION: D
<br /> �'i SPyA BUI SINE I 1 .. - MUc -_- �^69p° 9 3V J NV
<br /> REC O
<br /> LT Ire Mi h. 1 Li1NG cf: 1. - -�� �+ _ _ �o r'E'867 2 8"pVC(SE / c,/ � CAp OVEREp 1 DOWNSPOUT LOCATION. FIELD VERIFY DOWNSPOUT LOCATION
<br /> -s uc y / STAMP REB� ' �.�. "N.--.4 .' ' i1 4 i -" - - r , �// l EPTED 1!-0D
<br /> D „cML ss 'rH PRIOR TO CONSTRUCTION./� / CONCRETE �5 °� RooF D i AD-63, a IOD "c
<br /> REr 5 1• G Rq 19 LF 6 PERF SD ® 0.50% 97 Evergreen Branch
<br /> CB 078 E mac' / / / 11 OFc ® _� ,.' t�
<br /> 7.,/, W;
<br /> r• 1 �_ _ _ _ �� �� STA. 22+49.39, 170.20 RT . CB-62, TYPE 1 402
<br /> ri_ COMM. • AD-72, �uND </' 'RIM 570.28 ►.. 2O. PRIOR TO ORDERING MATERIALS, FIELD VERIFY EXISTING Library
<br /> GRg s77.3s' _ i
<br /> --rT vA D / '/ ,, Ij " n TSTA. 22+31.78, 177.74 RT CROSSING UTILITY DEPTH. NOTIFY ENGINEER OF CONFLICTS y
<br /> I - / I STA. 22+61.77, 55.24 RT BR ;,1, 6 IE 566.88 ;��m� RIM 570.29 �r o IMMEDIATELY.
<br /> 74.45. Expansion
<br /> 72„co 1
<br /> Nc(W) X x $�s_ d01 / ( RIM 569.39 icK p,LLAR •
<br /> �` ! , �``' �� 6 IE 566.79 (W) vE
<br /> �� � / \--I5-1kII / / i 6" IE 567.07 Q •`"`1� T 40 LF 12" " W 4"_72„
<br /> I I I 4 mirI �_ 8. 6 IE 566.79 (S ) DIA FOR
<br /> irib.._41111' �U ��T 12 IE 566.29 NE
<br /> / 7- 4 CHAINLINK FENCE �.� ' GRAS ii , 61 LF 6" PERF SD ® 0.50% Po TRA Q4 :rte 571 SD 1.51% " ( )
<br /> / SIGN ', ,\
<br /> �� BLOCK D® r , , , � / _f 14» If ON CONCRSFORMER �C ��es•�� / r / Uj 2o
<br /> / I AD-71 E PAD Wrj'' *L''
<br /> / IF ` CB-61 TYPE 2-48" yFT-93 4x6 - Clt of Everett
<br /> STA. 22+04.06, 25.75' RT � i �5-,' S1-5 - -/ . TYP. - �i�•�' _ /,1�1 - l � � / 7 a� STA. 22+00.54, .54.42 RT• �/ �� .'�' '= ° � � STA. 22+22.69, 216.87 RTRIM 571.98 �� ` t % RIM 568.77 �caR �� �' / ®/ 8" RIM 570.67
<br /> 4,",21E 568.44 (NE) - -_ a " <� POC FOR FIRE `' .,- / r"c(sw)
<br /> c8 __ ( 6 IE 566.77 6"p �.-_ � 12 IE 565.68 8'pvC(Nw AT
<br /> h lb2 7l PE 7 �' .� l ` i ' 010
<br /> " 0.73 s„p�C�Nw) SERVICEYTAME 8Rr ��- 'N "- ' TALL B �vU 14' 72„PVC(sEr' IE= 56 LID�L7D LrD 11� -` J �� Q l �- '_ I C " Ne) C . �j -. .. l RICK WqL ),E_ 7.s�' 8„C 2.45 �./� - - + . _ 8 LF 6 SD ' 0.50% SEE ELECTRICAL PLAN" ` , g y
<br /> 54 . L 9512 Ever Teen Wa/ 567• MP -CB-92 TYPE 1 • Li,
<br /> � , rE
<br /> �-- $18.,CMP (sE) , FOR coNTROL�PANEI, ® �� Everett WA 98204
<br /> "7"--4"'"---4L
<br /> � �. (SW) ' RT,/ �� (TNS, CONCR MP ON 2Ar i } g /
<br /> STA. 21+98.14, 30.33 DE ErE p, ApilllN42jPOTHOLE AND P OTECTLori CL�o �'� „
<br /> •` IN PLACE EX STORM RIM 571.12 .*01�- i � CB-70, CONNECT To EX �EaT PUMP 4 EDIPE�(V'E) LjV :;- ��'i 12
<br /> 6 " { '� (ANSI p ONCRET ON i » l
<br /> 1 ► 4 IE 568.31 NW J �7$„�- `� ADJUST RIM 570.82 E tocKED E PAD CLs,Novr x \" I N I � 12
<br /> CHArNL,NK 2a DRAIN PRIOR T fGHT „ ( ) "
<br /> (CORN FENC
<br /> KNOCKED HAS BEEN TALL PALE BASE IN 'ELATION ° 8 IE 567.98 (SE) , CAN / �<<., 6 IE 566.73 (NW) FENCE) RrE;ss o.4�' eN� ,K I l
<br /> Q
<br /> OVER) ATL -� � � I d DSaAPE #.4v
<br /> 11, �� 36 J ,� lit
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<br /> 0' � LrBRgRY / / 3/�iCr Fp=570 '." �, , �� _ _��41* .•, WooD BENcy s Cj ►; ' '` � � aB�C BID SET
<br /> x 93 LF • D ,2. 6% ► I`O ,/ Ot4tc) / R• CB-60, CONNECT TO EX
<br /> L � I■ GR � �► ,►�, RETE I _ 12 IE 564.55 (NW)
<br /> EAD qN SIGN I AVEL -1\ , ;• p -56 �vC
<br /> SHE. D TACK p LJBRq 1 5 i r 4 55' 1 » (SW) C
<br /> This drawing is:
<br /> STgMp WITy ARKING RY I I �� t
<br /> \ 564 2 PV 1.Copyright 2017 Dykeman, Inc.
<br /> _ BRICK s:o 33'7 C(NW
<br /> ED "PLS 28p67S ONLY Ai I �N FT-91 4'X6' AllkLL4R f` I , 2 PV (SE ) 2.The Architect's Instrument of Professional Service.
<br /> 9048 CF ALUMINUM ' I PI E I c )
<br /> � , � , i , � �� � 3. For use on this project only. Obtain Architect's
<br /> < STA. 21+12.28, 25.75 RT® / 1i / iRa RECOV written permission for any other use or reproduction.
<br /> SIM. 418 DETENTION TANKG iTAL0as
<br /> CAR FRED 1/2.,
<br /> r� ( STAMP REBAR
<br /> F ATION SRR / RIM 569.91 'BIKE RACK , \ 5 CHArN ( 1 ACCEPT ED „CML PTH
<br /> MINIMUM 22 ECOL .6' ca rr� Iler' ED sss7„
<br /> IR
<br /> 4 IE 566.37 (NE) ,, `-- `� FENCE K I PosrrioN
<br /> ANCHORS EVENLY SPACED Asp " k ;� �, ,_
<br /> SS ( PROJECT NUMBER:
<br /> /(1
<br /> HALr4 r TEE INTO 8 SD 4 ,q - �7nn �` ,,o
<br /> POTHOLE AND PROTECT _ �" ii >-= �, �`" AD-100,EX STORM � "I \ , P " 1.t II
<br /> STA. 21+19.96, 63.82 RT / 1700170
<br /> IN PLACE T + I37 LF 6 / �� . RIM569.28 ___�_ - // / �°' I 30.0' UTILITY EASEMENT .DRAIN PRIOR TO LIGH0 I " IAFN 8901090031
<br /> , _ SD @ 1.34% , „� / REVISIONS.
<br /> � 6 IE 566.53 (S)
<br /> POLE BASE INSTALLATION �, : I. • 1 00111 ' r % \ II / `° 7 IIIA . n/ �� �i.•. ..! .. CB-90 TYPE 1 :>-
<br /> -- ' MARK DATE DESCRIPTION
<br /> ► o '1�I _ ' ��" - ®�- , BU! 1 �0' 15.0' ECON
<br /> � G ��,� _ ��� , LDING �- O LUB
<br /> R. c SD / � STA. 21+05.25, 30.33 RT oVE.HAN i � ( E N' TO 08-07-17 DD COST EST.
<br /> ® BIORETENTIOIVo CELq I z' Q! " I AD-40, > ���" NE 08-17-17 DD SUBMITTAL
<br /> MIN B0 M�IAI 1 C I■: X130 LF 8 // RIM 569.30 _
<br /> 08-14-18 PERMIT SUBMITTAL
<br /> Nilp
<br /> / ii s ��►(i ....
<br /> corvc UMPSD 08-14-18 BID SET. 8 IE 565.87 NW L18RARY / -
<br /> ` ' GRooND '�I I SD (� 2.45% r STA. 20+73.53, 22.55 RT " ( )c oNLY" �En (EL 566.59 o V m!, ' RIM 567.59 BEEHIVE 6 IE 566.04 (N) - N I ®IMIN TOP AREA 131 SF NCRErE - ;e "' 6" IE 563.57 8" IE 565.87 SW V z I ___ I p ICN "LrBRA.Y
<br /> AOUTFALL ( ) ,/ - _ I ` I ARKING
<br /> rr o
<br /> (EL 567.59) B `,\ I - V ,-I- 1,, , .� I oNLY„
<br /> --� ' '� � -� CB-50, TYPE 1 �► �� ,
<br /> gra , . A. 159. r RT �� I T ._._I ° t
<br /> POTHOLE AND PROTECT „ of �� a / STA. 20+64.42, 69.17 RT I LOT 14
<br /> �, 5 �E--. 66:59 • .RIM 568.11 „T 1 - --Cat- �• BLOCK 2
<br /> IN PL/jCE E. STORM s j l O. . �_ ;. a' I 0
<br /> LOT 7 LOT 6 DRAIN 'ORIOR TO LIGH PHALr I I . II �r l I� l ��. �: r j 6 IE 566.82 (SW) =-5 .- I ( srcN
<br /> °y (� 0.5�/o . �d, _-- � `V PARKING BRARY
<br /> POLE, BASE INSTALLATION , c: 6 DI so „, t i ��
<br /> s3 �. . , 46 LF -'' . !, VI/
<br /> ONLY"
<br /> TYPE 1 ► , _ IS I : •+ m ��� al u ol CB-20, TYPE 1 �--� ' �f1 _
<br /> �< l ,E �LrD r i„ 0 23 LF 6" (1 "�n� ' . S L. U -Yp "* ' STA. 20+33.16, 62.83' RT I I'
<br /> ,ECB-120, TYPE 1 0 ,fir c c n " GR,., TA I
<br /> 410 RECONNECT EX PIPE + SD © 2.00% �. II,20 LF 4 SD. ,© 0.50% 7 / ► I . RIM 566.53
<br /> SOLID COVER I.a,.CO Qooa:.,a . / 6" IE 563.48 (E) I CB-21, CONNECT TO EX ____ii
<br /> I -,----- r Ei I ` STA. 20+53.36, 22.55' RT _ -8" IE 563.31 (NE) - ce STA. 20+33.94, 143.10' RT I D SET
<br /> ah I ,„
<br /> iz
<br /> x STA. 20+31.96, 26.20 LT 11__- - I , pS Q �, " RIM 565.63 sT 5/8" REBA B
<br /> I �I _ 4 IE 563.84 8" IE 563.31 (SW) " �� AMPED „ R wiry
<br /> E-.s,$ IE 564.03 (SW) In METRoN CAP PROJECT TEAM:
<br /> B W � RIM 567.64 � --- - �"'`r-- - sll - '63 LF 8" SD C� 1.00%_ �B ,�ss �, s '�E;�80 LF 8" DI SD �p0.90% 564.20_ i � 28067„
<br /> N i, 12 IE 564.39 (NE) - so sQ -so __ so R� ����;, ro u-c7 , ��,L� iIE= 6 P 11) I.. li ®
<br /> „ n SD 0, /+ I v, , = bs 24, EVERG LI�, l E=564 ' PV, COMM SERVICE
<br /> PRINCIPAL IN CHARGE: ( MAV
<br /> 8 IE 565.74 (W) EX PE 7 �o� - o °y CB-13 \ 565.54' ` EECTRfeA4ONDUIT 23> 6»C s 1) ,; ��
<br /> N, " 6.98, ! a © 11 LF 6" SD C� 1.00% 6"per C( � ( SEE ELECTRICAL PROJECT MANAGER: I AGC
<br /> SEP ( I - . . SEE ELECT 1LE-563.'99,
<br /> c - ) *ro,-�12 IE 564.39 ( V) (sw) J - - ,FLOW CONTROL ,,,, - 1 ;� PROJECT ENGINEER: CB
<br /> cz, VC(s ) P5% ��• STRUCTURE sIG " �/ t / -�btrw.
<br /> I IRRIGATION POCI11 LF 12 SD �` � � -�-- - = �II I DRAWN BY: I TAD
<br /> ♦n. , u t ./ / E�E'ANDCAE N
<br /> ��� SE
<br /> - , zr I ( F-/LLE,`56 D' KEYPLAN:
<br /> 26 LFwa2'R SD 5% ROCKL.- CBS 112 `CB-30, TYPE 1 _5166 • » j wiry EeRrs
<br /> o ueinr
<br /> W L409 CB-11 567 PUMP STATION! '' 'i STA. 20+23.47, 67.76 RT_______ _ __,_ - ______��JI I w ,
<br /> n _
<br /> HERRINGBONE GRATE or, - -� _�_ � - - - - - - - - - - - - - -
<br /> ,� ;,, , 1 Svc N33' (? , 7__RIM 566.19 _ - - - - __
<br /> `� - - - - -- - - - - - - off PwR- - - ' - - L - - --t�.r' w _ _. -off _-6 IE 563.59 (W) ius~�� - • -,air. ��L -..�.'��
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<br /> 5 99 ��� I. TX -
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<br /> , _______ i
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<br /> DRI-_E�trAY , 0i3.491' -ziti� iL _►
<br /> 4.31+4
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<br /> :, ~ C CR E
<br /> _10 - PI P TION 568 .iis�. _ - /rl , - - 18' s r d sff5 A,• - 18'G(0$1N EI e�� -
<br /> a_ - - SICB _'/ =1 1 - a.. _ 18 SD ��I ' t�� ER B AND
<br /> co IL CONNECT TO EX CB �r 1✓Ot RO NDUfT= - _ i coMM vauLT \II,`,� SIGN S O.
<br /> 0'L. GRATE=566.33' w Ir
<br /> ___- EE IVI�TE 7 w "' w #5.,_:-._ BUS T
<br /> TAP A. D FIRE R AS I'EQUIRED B '
<br /> . IE=564.23' 6"CONC(NW) \ CONNECT TO EXI _
<br /> IE=564.08' 12"CONC(SW) p R LtN€S AND PCI
<br /> ILE SEE ELE TRI AL C J J ,
<br /> o IE=563.89' 12"CONC(SE) P II N TON§ VAULT MECHANICAL INSTALLED BY CITY'S WATER
<br /> o VOLTS LINA CB 716 TYPE 2 IE=562\51' 6"cow DEPARTMENT FORCES AT OWNER'S EXfbENSE
<br /> 1-TRANSFORE ;E) ►E=563.06 12"CONC(SW) IE=562.39 "PVCSE) EVERGREE WAY
<br /> -TRANSFORMER°�)� LID-566.06'
<br /> W IE 563.06 18" CONC(NE) CB 42 TYPE 2\ FIRE PROTECTION SERVICE
<br /> o al CB IL 714 TYPE 2 20P,1-2 DROP( )
<br /> o
<br /> LID=566.83' ( - -�� - �D-__5�6� 5.41' - - - - _
<br /> IE=564.05 12" CONC(NW) ,� - _ IE=562.41 18"" CD`NC(NE) - _ _ CONNECT To EXIST WATER MAIN
<br /> CS _ _ - - - 56 .83 12" COLIC ��r _ + .n�
<br /> (4V - - - = _____ - - Ti`562 .41-1t5 C;UNUNCSW)- ' 211.)-
<br /> o IE=563.83 12' CONC(SW) •- CB 032 TYPE 2 F`>�ws��50 SSMH DRAWING TITLE:
<br /> R IE=563.83 18" CONCISE) LID=
<br /> --564.94'
<br /> IE=562.0 12" CONC(NW) ����A CENTER
<br /> 59'
<br /> 6''0°' CENTER OF CHANNEL=555.57'
<br /> it-cai as i R rnmr(mr) ?D. IE NE.SW.NW
<br /> DRAINAGE
<br /> ,14/...'"
<br /> A
<br /> AND UTILITY
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<br /> PLA,,
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<br /> cN
<br /> cN
<br /> N 0 10 20 40
<br /> DRAWING NUMBER:
<br /> 0.
<br /> N 1 inch = 20 feet
<br /> 0
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<br /> C2 . O
<br /> I 4 I 5 I 6
<br /> 1
<br /> 2 I 3
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